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HomeMy WebLinkAboutBLD2015-00119 - INSPECTION ieva Materials Testing & Consulting, Inc ►, Gtalerhn E 4Corot tine a 9peeitt' •TVlMichlf Testing it Eniuvnme^nl;±l Cmiroiltiaw # •Z F.isgirv.wdAatnamnx$7...!till W``d'9i rrawa4a.✓s'� Jefferson Transit Maint Operations and Admin Facility - 14K021 - Field Report: Concrete: Report#F63945 CLIENT Port Townsend,City of DATE 03/18/2015 PROJECT LOCATION 63 Four Corners Rd PERMIT#BLD14-00004,00005,00006,00032 Port Townsend WA Inspection Information: Inspection Date: 03/18/2015 Time Onsite: 07:00 AM Weather Conditions: 1Fog,40s F. Inspection Performed: !Concrete Comments: Sheets:Sat 01 Sb2.01;Sb5 01;Self supporting tower drawing. Details: 1,2,5,6/Sb5.01.Self supporting tower drawing detail sheet. Location:Slab on grade and footings at BA-BC/B I.Antenna tower footing west side of building A. Level:Foundation. Plans Date: 12/30/13. Reinforcing Steel: Inspected the placement of ASTM A615 Grade 60 reinforcing steel into 5'3"x 5'3"x 4'deep antenna tower footing witin the locations I noted above. #7 at 12"o.c.each way,top and bottom. All reinforcing steel was of the proper size,grade,lap,spacing,location,clearance and secured prior to concrete placement. Concrete Placement: Observed the placement of 90 CY of mix design number PV40 into slab on grade and footings within the locations noted above. One set of 5 4x8 cylinders were cast for compressive strength test specimens.Time,temperature,slump and air tests were performed. Reference report numbers C39297 and F63930. Concrete was mechanically consolidated using a high cycle vibrator.Concrete was placed using a boom pump. 1 i Work performed that was visually inspected was found to be in conformance with the project plans and applicable code. REPORTED BY:Leland Watkins REVIEWED BY:Tim Macke,Project Manager in\D ECERVE , 1 r' OCT 122015 L DEPT OF COMM NN COUNTY EVELOPMENT 0a..0.,,w 4.000.0w.,..-...--0,—„,A.-- ,„... ,... <.s,N-ew.+,,ie wavy vs4varoVvv on wwwvtr.Wowiowim MwNvkv4WW WwnuS Wkwv.vvvwPlwlnr•+ws pwWWw.veivOnvexb.aw?arae smcv Mws wvr ardwe xf rrysu*A vowed vvtwivvvv.viwwwavvV e SiuOR.-Jill Mi.frlFlk n,owit*Ca vaulting.Orr d 1 Hsi.*,4.,rai. Csrpttrllt# • 777 Chrysler Drive • Burlington, WA mai • Phase 369-734-7990• Fns 344,756.198• SW Dellaa • 2118 EHlac . Late 0144• 1.10 • Olympia.WA 98412 • Phana 300,514,9171 • FAX ,100,M.0779 NW Reels■ • 105 Dtaltott Street: Solt( S • $ liisghatn, WA 0M5 • Phone 360.647.#1161 • F'ax 300,447.11t i l Vistt oar wcbri...ta: sa-wVI. Hai,:in.,set. Jefferson Transit Maint Operations and Adman Facility-14K021,03/78/2015,11F63945,Page 1 of 1 IIITOWerSOft IFIMEN asmsENGWEEION0SOPIWARE - Pra. iMe • TSTOwer - v 3.9.0 Tower Analysis Program Licensed to: ROEN Products LLC (c) 1997-2006 TowerSoft wrw.TSTower.com Peoria, Illinois File: M:\Engineering\Catalogue Towers\450\45 90mph 3-Sec SS\35ft 45G 90mph(Exp C) (SC 1) out Contract: 1 Revision: 1 Project: 35ft 450 SS (Sup C) (SC 1) - Site; Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: AMKW Section N: LEG REACTION DATA Load Combination Max Envelope Wind Direction Maximum Force-Y Force-Y Shear-X Shear-Z Max Shear Download Uplift (Kips) (Kips) (Kips) (Kips) (Kips) 3.0.49 9.22 0.40 Page N 1 TowerSoft x : ENGSMERRIG SOFTWARe Frartuefc TSTower - V 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (o) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois File: W:\Engineering\Catalogue Towers\450\45 90mph 3-Sec SS\3Sft 450 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: AMKW Section 0: TOWER FOUNDATION DATA Load Combination Max Envelope Wind Direction Maximum Axial Shear Shear Total Moment-X Moment-Y Moment-Z Total Moment Load Load-X Load-Z Shear (Kips) (Kips) (Kips) (Kips) (Kipsft) (Kipaft) (Kipaft) (Kipaft) 1.64 -0.59 0.00 0.59 0.00 -0.01 11.98 11.98 1.64 -0.51 -0.29 0.59 -5.99 -0.01 10.38 11.98 Page 0 1 • TowerSoft EHGINMR:NG SOFTWARE Arfa ei$ TSTower - v 3.9.0 Tower Analysis Program Lieenied to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois File: W:\Engineering\Catalogue Towers\45G\45 90mph 3-Sec SS\35ft 450 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: ANEW 4 3 33.33 Horiz SR 0 7/16 1.42 96.4 3.0 4.9 0.0 0.0 0.01 4 2 31.67 Horiz SR 0 7/16 1.42 96.4 3.0 4.9 0.1 0.1 0.02 4 1 30.00 HcriZ SR 0 7/16 1.42 96.4 3.0 4.9 0.1 0.1 0.03 3 7 28.57 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.1 0.1 0.04 3 6 27.14 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.1 0.1 C.04 3 5 25.71 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.1 0.1 0.05 3 4 24.29 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.2 0.2 0.05 3 3 22.86 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.2 0,2 0.06 3 2 21.43 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.2 0.2 0.06 3 1 20.00 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.2 0.2 0.07 2 7 18.57 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.2 0.2 0.07 2 6 17.14 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.2 0.2 0.08 2 5 15.71 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.2 0.2 0.08 2 4 14.29 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.2 0.2 0.09 2 3 12.86 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.3 0.3 0.09 2 2 11.43 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.3 0.3 0.09 2 1 10.00 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.3 0.3 0.10 1 7 8.57 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.3 0.3 0.1.0 1 6 7.14 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.3 0.3 0.11 1 5 5.71 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.3 0.3 0.11 1 4 4.29 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.3 0.3 0.12 1 3 2.86 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.4 0.4 0.12 1 2 1.43 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.4 0.4 0.13 1 1 0.00 Horiz SR 0 7/16 1.42 99.3 2.9 4.9 0.4 0.4 0.13 Page L 2 i • TowerSoft ' �y,ENGINEERING SOFTWARE O'raMude TSTower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois ' File: W:\Engineering\Catalogue Towers\45G\45 90mph 3-Sec SS\35ft 450 90mph(Exp C) (SC )) _out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: AMER Section L: STRENGTH ASSESSMENT SORTED DATA Load Combination Max Envelope Wind Direction Maximum Sec Pnl Elev MType Desc- Len kl/r Gov. Gov. Max Max Asses. comp. tens. Compr. Tens. Ratio cap. cap. (ft) (ft) (Kips) (Kips) (Kips) (Rips) 4 3 33.33 Leg PIPE 1.250E0.083 1.67 48.3 11.6 13.7 0.7 0.0 0.06 4 2 31.67 Leg PIPE 1.250x0.083 1.67 48.3 11.6 13.7 0.8 0.0 0.07 4 1 30.00 Leg PIPE 1.250x0-083 1.67 48.3 11.6 13.7 1.0 0.0 0.09 3 7 28.57 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 1.2 0.1 0.10 3 6 27.14 Leg PIPE 1.250E0.083 1.43 38.0 12.3 13.7 1.4 D.3 0.12 3 S 25.71 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 1.7 0.6 0.14 3 4 24.29 Leg PIPE 1.250E0.083 1.43 38.0 12.3 13.7 1.9 0.8 0.16 3 3 22-86 Leg PIPE 1.250E0.083 1.43 38.0 12.3 13.7 2.2 1.1 0.1.8 3 2 21.43 Leg PIPE 1.250E0.083 1.43 38.0 12.3 13.7 2.6 1.4 0.21 3 1 20.00 Leg PIPE 1.250E0.083 1.43 38.0 12.3 13.7 2.9 1.8 0.23 2 7 18.57 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 3.3 2.1 0.26 2 6 17.14 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 3.7 2.5 0.30 2 5 15.71 Leg PIPE 1.250x0._083 1.43 38.0 12.3 13.7 4.1 2.9 0.33 2 4 14.29 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 4.5 3.3 0.37 2 3 12.86 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 5.0 3.8 0.40 2 2 11.43 Leg PIPE 1.250E0.083 1.43 38.0 12.3 13.7 5.5 4.3 0.44 2 1 10.00 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 6.0 4.8 0.48 1 7 8.57 Leg PIPE 1.250E0.083 1.43 38.0 12.3 13.7 6.5 5.3 0.53 1 6 7.14 Leg PIPE 1.250E0.083 1.43 38.0 12.3 13.7 7.0 5.8 0.57 1 5 5.71 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 7.6 6.4 0.62 1 4 4.29 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 8.2 7.0 0.67 1. 3 2.86 Leg PIPE 1.250E0.063 1.43 38.0 12.3 13.7 8.8 7.6 0.72 1 2 1.43 Leg PIPE 1.250E0.083 1.43 38.0 12.3 13.7 9.5 8.2 . 0.77 1 1 0.00 Leg PIPE 1.250x0.083 1.43 38.0 12.3 13.7 10.2 8.9 0.82 4 3 33.33 Diag SR 0 7/16 2.19 155.6 1.4 4.9 0.1 0.1 0.07 4 2 31.67 Diag SR 0 7/16 2.19 155.6 1.4 4.9 0.1 0.1 0.09 4 1 30.00 Diag SR 0 7/16 2.19 155-6 1.4 4.9 0.2 0.2 0.11 3 7 28.57 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.2 0.2 0.09 3 6 27.14 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.2 0.2 0.11 3 S 25.71 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.2 0.2 0.12 3 4 24.29 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.2 0.2 0.13 3 3 22.86 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.2 0.2 0.14 3 2 21.43 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.3 0.3 0.15 3 1 20-00 Diag SR 0 7/16 2.01 1.40.3 1.7 4.9 0.3 0.3 0.17 2 7 18.57 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.3 0.3 0.18 2 6 17.14 Diag SR 0 7/16 2,01 140.3 1.7 4.9 0.3 0.3 0.19 2 5 15,71 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.3 0.3 0.20 2 4 14.29 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.4 0.4 0.21 2 3 12.86 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.4 0.4 0.22 2 2 11.43 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.4 0.4 0.23 2 1 10.00 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.4 0.4 0.24 1 7 8.57 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.4 0.4 0.25 E 1 6 7.14 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.5 0.5 0.26 1 1 5 5.71 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.5 0.5 0.27 i 1 4 4.29 Diag SR 0 7/16 2.01 140-3 1-7 4.9 0.5 0.5 0.28 1 3 2.86 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.5 0.5 0.30 i 1 2 1.43 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.5 0.5 0.31 1 1 0.00 Diag SR 0 7/16 2.01 140.3 1.7 4.9 0.5 0.5 0.32 Page L 1 . 1 1 1 1 TowerSoft ENGINEERING SOFTWARE Pradvett TSTower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois File: W:\Engineering\Catalogue Tower.\45G\45 90mph 3-Sec SS\35ft 45G 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: ANEW Section F: POINT LOAD DATA Structure Azimuth from North:0.00 POINT LOADS No. Description Elev. Radius Azim. Orient. Vertical TX Line comments Offset (ft) (ft) (Deg) (Deg) (ft) 1 Load 35.00 0.00 0.0 0.0 0.00 POINT LOADS WIND AREAS AND WEIGHTS No. Description Frontal Lateral Frontal Lateral Weight Weight Gh Bare Area Bare Area Iced Area Iced Area Bare Iced (ft"2) (ft-2) (ft-2) (ft^2) (Kips) (Kips) 1 Load 3.80 3.80 0.00 0.00 1.50 0.00 0.85 Page F 1 IllTowersoft eNoweetitie SOFrwARE PrnMsetc T9Tower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois File: W:\Engineering\Catalogue Towers\45 0\45 90mph 3-Se c SS\35ft 450 90mph(Sxp c) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 450 SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AN Engineer: AMKW Section D: TRANSMISSION LINE DATA Transmission Lines Position No. Sot El Top El Desc. Radius AZ. Orient. No_ No. of Part Vert. Antenna User Ka (ft) (ft) (ft) Rows of Face 1 0.00 35.00 3/8 CABLE 0.00 0.00 0.00 1 1 Yes 2 0.00 35.00 LDF5P-50A 0.41 60.00 60.00 1 No 3 0.00 35.00 LDF5P-50A 0.41 180.00 180.00 1 1 No 4 0.00 35.00 LDF5P-50A 0.41 300.00 300.00 1 1 No 5 0.00 35.00 LDF4P-50A 0.41 60.00 60.00 1 1 No 6 0.00 35.00 LDF4P-50A 0.41 180.00 180.00 1 1 No 7 0.00 35.00 LDF4P-50A 0.41 300.00 300.00 1 1 No Transmission Lines Details No. Desc. Width Depth Unit Mass Line Spacing Row Spacing (in) (in) (1b/ft) (in) (in) 1 3/8 CABLE 0.38 0.38 1.00 2.750 2.750 2 LDF5P-50A 1.10 1.10 0.33 2.75D 2.750 3 LDFSP-BOA 1.10 1.10 0.33 2.750 2.750 4 LDFSP-50A 1.10 1.10 0.33 2.750 - 2.750 5 LDF4P-50A 0.63 0.63 0.15 2.750 2.750 6 LDF4P-50A 0.63 0.63 0.15 2.750 2.750 7 LDF4P-50A 0.63 0.63 0.15 2.750 2.750 Page D 1 TowerSoft EN(#INEERING SOFTWARE haAuri< TSTower - v 3.9.0 Tower Analysis Program Licensed to ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois File: W:\Engineering\Catalogue Towers\45G\45 90mph 3-Sec SS\35ft 45G 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: AMICN 1/6 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/5 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 1/5 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/5 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/4 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 1/4 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/4 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/3 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 1/3 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/3 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/2 Leg PIPE 1.250x0.093 A572 gr.50D. Shear 2-0.438 Grade5N 1/2 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/2 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/1 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 1/1 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/1 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a Page 8 3 I t i • TowerSoft . ENGINEERING SOf TWARE - Ptndnnfa TSTower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTawar.com Peoria, Illinois Pile: W:\Engineering\Catalogue Towers\45G\45 90mph 3-Sec SS\35ft 45G 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 453 SS (Exp C) (SC 1) Site: Catalogue Data and Time: 4/23/2009 7:41:21 AM Engineer: AMEN 4/3 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 4/3 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 4/2 Leg PIPE 1.250x8.083 A572 gr.50D. Shear 2-0.438 Grade5N 4/2 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 4/2 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 4/1 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 4/1 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 4/1 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/7 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 3/7 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/7 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/6 Leg PIPE 1.250X0.083 A572 gr.50D. Shear 2-0.438 Grade5N 3/6 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/6 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/5 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 3/5 flag SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/5 Horiz SR 0 7/16 A36 Welded c/a n/a n/a n/a 3/4 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 3/4 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/4 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/3 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 3/3 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/3 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/2 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 3/2 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/2 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/1 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 3/1 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 3/1 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/7 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 2/7 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/7 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/6 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 2/6 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/6 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/5 Leg PIPE 1.250x0.083 AS72 gr.50D. Shear 2-0.438 Grade5N 2/5 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/5 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/4 Leg PIPE 1.250x0.083 A572 gr.SOD. Shear 2-0.438 Grade5N 2/4 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/4 Maria SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/3 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 2/3 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/3 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/2 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 2/2 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/2 Horiz SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/1 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 2/1 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 2/1 Horiz SR 0 7/16 A36 Welded n/a n/a n/a nia 1/7 Leg PIPE 1.25Dx0.083 A572 gr.50D. Shear 2-0.438 Grade5N 1/7 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a 1/7 Horiz SR 0 7/16 A36 Welded n/a A/a n/a n/a 1/6 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N 1/6 Diag SR 0 7/16 A36 Welded n/a n/a n/a n/a Page 8 2 A rTowerSoft -. . ENGINEERING SOFTWARE t redrtc TSTower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois Pile: N:\Engineering\Catalogue Towers\45G\45 90mph 3-Sec SS\35ft 450 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: AMKN Section B: STRUCTURE GEOMETRY TOWER GEOMETRY Cross-Section Height Tot Height # of Section Hot Width Top Width (ft) (ft) (in) (in) Triangular 35.00 35.00 4 17.00 17.00 SECTION GEOMETRY Sec Sec. Name Elevation Widths Masses Brcg. Bottom Top Bottom Top Legs Brcg. Sec.Brc Int.Brc Sect. Database Clear. # (ft) (ft) (in) (in) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (in) 4 45G5 30.00 35.00 17 17. 16 17 0 0 32 70 0.787 1 3 45G 20.00 30.00 17 17 31 37 0 0 68 70 0.787 2 450 10.00 20.00 17 17 31 37 0 0 68 70 0.787 1 45G 0.00 10.00 17 17 31 37 0 0 68 70 0.787 Total Mass: 109 127 0 0 236 282 PANEL GEOMETRY Sec# Pnl# Type SecBrcg Mid. Horiz Horiz Height Bottom Top Plan Hip Gusset Gusset Continuous Width Width Bracing Bracing Plate Plate Area Weight (ft) (in) (in) (ft^2) (lbs) 4 3 Inverted Single(None) Yes 1.7 17.0 17.0 (None) (None) 0.000 0.00 4 2 Single (None) Yes 1.7 17.0 17.0 (None) (None) 0.000 0.00 1 4 1 Inverted Single(None) Yes 1.7 17.0 17.0 (None) (None) 0.000 0.00 3 7 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 3 6 Single (None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 3 5 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 3 4 Single (None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 3 3 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 3 2 Single (None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 3 1 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 2 7 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 2 6 Single (None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 2 5 Inverted.Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 2 4 Single (None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 2 3 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 2 2 Single (None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 2 1 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 1 7 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 1 6 Single (None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 3.. 5 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 1 4 Single (None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 1 3 Inverted Single(None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 1 2 Single (None) Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 1 1 Inverted Single(None1 Yes 1.4 17.0 17.0 (None) (None) 0.000 0.00 MEMBER PROPERTIES Sec/ Type Description Steel Conn. Bolt Bolt End Edge Gusset Bolt Dble Member Pnl Grade Type #-Size Grade Dist. Dist. Thick. Space Spacing Mem. Stitch Bolt (in) (in) (in) (in) (in) (in) (ft) 4/3 Leg PIPE 1.250x0.083 A572 gr.50D. Shear 2-0.438 Grade5N Page B 1 TowerSoft ENGW$FJdNG$QFTWANE PMI1M.te TSTower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois File: W:\Engineering\Catalogue Towers\45G\45 90mph 3-Sec SS\35ft 450 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 450 SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: AMEN Section A: PROJECT DATA Project Title: 35ft 45G SS (Exp C) (SC 1) Customer Name: ROHN Site: Catalogue Contract No.: 1 Revision: 1 Engineer: AMEN Date: Apr 23 2009 Time: 07:39:33 AM Design Standard: ANSI/TIA-222-G-2005 Addendum 1 GENERAL DESIGN CONDITIONS Start wind direction: 0.00 (Deg) End wind direction: 330.00 (Deg) Increment wind direction: 30.00 (Deg) Elevation above ground: 0.00(ft) Gust Response Factor Gh: 0.85 Structure class: I Exposure category: C Topographic category: 1 Material Density: 490.1(1hs/ft-3) Young's Modulus: 29000.0(ksi) Poisson Ratio: 0.30 weight Multiplier: 1.00 Minimum Bracing Resistance as per 4.4.1 WIND ONLY CONDITIONS: Basic Wind Speed (No Ice) : 90.00(mph) Directionality Factor Ed: 0.85 Importance Factor I: 0.87 Wind Load Factor: 1.60 Dead Load Factor: 1.20 Dead Load Factor for Uplift: 0.90 Analysis performed using: TowerSoft Finite Element Analysis Program Page A 3. TowerSoft ENG1NEERINg SOFTWARE Ptno&mIe TSTower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois Pile: W:\Engineering\Catalogue Towers\45G\45 90mph 3-Sec SS\35ft 45G 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time 4/23/2009 7:41:21 AM Engineer: AMEN Diaq. Load Tension Diagram Max_ Envelope (All Loading Cases) Hey.(4) Sect No 4 30 2C 2 10 1 2 5 Force(Kips) --Force—Capacity Appendix 4 TowerSoft ENGINEERING SOFTWARE PsmSi�tis TSTower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois File: W:\Engineering\CatalogueTowers\45G\45 90mph 3-Sec SS\35ft 45G 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: AMRW Diaq. Load Compression Diagram Max. Envelope All Loading Cases] Elev.III) Sect.No 35 4 30 3 20 - 2 10 1 I I I 0 1 1 Force(fix] 1 -Force—Capacity Appendix 3 1 a1Y Tower Soft ENGINEERING SOFTWARE fredueee TSTower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois Pile: W:\Engineering\Catalogue Towers\45G\45 90mph 3-Sec SS\35ft 45G 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: AMRW Lea Load Comaression Diagram Max. Envelope VA Loading Cases] Flee.(ft) Sect. No 35 4 30 3 20 2 10 1—11171 I 1 I 2 5 7 10 12 Face(Kips] —Force--Capacity Appendix 2 IIITowerSoft ENGINEER,N0SOPTWARC pmrhrnfe TSTower - v 3.9.0 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2006 TowerSoft www.TSTower.com Peoria, Illinois File: W:\Engineering\Catalogue Towers\45G\45 90mph 3-Sec SS\35ft 45G 90mph(Exp C) (SC 1) .out Contract: 1 Revision: 1 Project: 35ft 45G SS (Exp C) (SC 1) Site: Catalogue Date and Time: 4/23/2009 7:41:21 AM Engineer: MEW 6-Ab16 3 f Rf'^V/ DESIGN SPECIFICATION Design Standard:AN S liTIA•222-6-2005 Add 1 Basic Wind Speed(No tce)=90.0(mph] 5.00 Structure Gass=I Exposure Category=C Topographic Category=1 • S 1 Length Top Width BM Width [ft] [in) (in) 1 10.00 17110 1700 2 10.00 17.10 17.00 3 1000 17.00 17.00 10.00 RI 4 5.00 17.00 17.00 35.00 ( 10.00 nu 1111 MAXIMUM BASE REACTIONS 10.00 NI Bare Iced Download[Kips( 10.5 0.0 Uplift(Kips) 9.2 0.0 Shear(Kips) 0.4 0.0 Appendix 1 1 �