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CC-13-2139 (7)
f Regulatory and Economic Resources DERM PLAN REVIEW SECTION Environmental Plan Review M'® CTIONS FOR PREPARING A RESTRIC or iyl Room 124 . ida 3Room 474 T786-315-2800 F 786-315-2919 GENERAL- The applicant must submit: miamidade.gov/development 1. A copy of the recorded warranty deed and owner mailing address 2. One copy of current survey 3. Folio Number 4. One complete original covenans 5. A cashier check or money order in the amount of $'10.00 FIRST PAGE+$8.50 ADD'L PAGE for recording fees. The payment shall be made payable to the Clerk of Circuit Court. A. If an additional page is necessary for the "Exhibit A" as defined in the following instruction for legal description, an additional$8.50 will be required for each additional page. 6. A non-refundable payment in the amount of$50.00 for processing fees. The check shall be made payable to Miami-Dade County. Note: if covenant is requested at plan level, this amount will be added to the total cost of the DERM plan review process. FIRST PAGE- Space for owner(s)'name The name of the owner or owners shall be shown on the deed of record for the subject property. Xerox copy of recorded warranty deed shall be included with the submittal. The name of owner/owners, corporation or partnership as shown on the warranty deed should appear in the space indicated"The Undersigned Space for Legal Description: The Legal Description shall be the Legal Description describing tl e property as it exists at the time of submittal of the covenant. If the property is currently being platted, use the legal as above described and also include the legal description as defined on the plat identifying the new description by using the phrase "to be known as," If the Legal Description will not fit in the space provided, then type in "See attached Exhibit A" and attach a separate sheet entitled "Exhibit All containing the appropriate Legal Description. Space for location of the Subject Property: Please furnish exact street address as shown on legal. If not, give approximate street and avenue int14••wpion. SECOND PAGE " This page is identified for the applicant's signatures, witnesses' signatures and notary. This MUS94r completed for your particular ownership situation as follows prior to submittal. 1. Individual- The owner or owners must sign in the blank space identified for the owner. All owners must sign. 2. Corporation, N.V., S.A. - The corporate name shall be entered in the space identified for the owner. Below this space, the President or Vice-Presidents must sign with their titles. Assistant Vice-Presidents may not sign. If the President or Vice- President is not available then submit a certified copy of the ARTICLES OF INCORPORATION. Below these signatures the corporate seal is to be impressed a corporate resolution authorizing execution by the named individual 3. General Partnership -All general partners must sign and indicate title of each partner. Start in the owner space, then use area below as necessary. Or one of the members can sign providing a notarized affidavit stating he/she is authorized to do so. 4. Limited Partnership - Place the name of the Limited Partnership in the owner space aiW signature and Title of all the general partners on the line below it. Or one of the members can sign providing a notarized affidavit stating he is authorized to do so. If general partner is a corporation, then follow Number 2 procedure. 5. Trustee-Signature with Title of Trustee in the owner space. These ownership signatures shall be witnessed by two persons other than the principals and the notary. The notaryfills in the owners'name and title(if any)as found in the ownership space. Upon completion,the covenant must be submitted to DERM staff for review prior to be recorded by the customer. Customer is responsible for recording covenant at Courthouse East Building,22 NW P Street, Miami, FL 33152 and providing copy of the recorded covenant to DERM staff. , Y,'k•+ f *public drive/covenantinsturctions COVENANT RUNNING WITH THE LAND IN FAVOR OF MIAMI-DADE COUNTY (Space reserved for Clerk of the Court) The undersigned, ; being the present owner(s) of the following real property (hereinafter called "the Property"): Located at pursuant to Section 24-43.1(4)(a) of the Code of Miami-Dade County, hereby submit(s) this executed covenant running with the land in favor of Miami-Dade County: The undersigned agree(s) and covenant(s)to the following: 1. The only liquid waste (excluding liquid wastes associated with the processing of agricultural produce in agricultural packing houses, stormwater and water used within a self-contained water recycling car wash facility, provided such facility does not backwash the recycling filters) which shall be generated, disposed of, discharged, or stored on the Property shall be domestic sewage discharged into a septic tank, unless a variance(s) is granted by the Environmental Quality Control Board, pursuant to Chapter 24 of the Code of Miami-Dade County, and if so granted, the type of liquid waste to be generated, disposed of, discharged, or stored on the Property will be restricted to that permitted by any such variance granted by the Environmental Quality Control Board of Miami-Dade County. 2. Prior to the entry into a landlord-tenant relationship with respect to the Property, the undersigned agree(s) to notify in writing all proposed tenants of the Property of the existence and contents of this Covenant. 3. The undersigned agree(s) and covenant(s) that this Covenant and the provisions contained herein may be enforced by the Director of Environmental Resources Management by preliminary permanent, prohibitory, and mandatory injunctions as well as otherwise provided for by law or ordinance. R 4. This agreement and Covenant shall be recorded m the Public Records of Miami-Dade County, Florida and the provisions hereof shall constitute a Covenant Running,with the Land and shall remain in full force and effect and be binding upon the undersigned, their heirs, legal representatives, estates, successors, grantees and assigns. 5. This agreement and Covenant shall upon request b} the undersigned be released by the Director of the Department of Environmental Resources Management or his designee when the Property has been connected to an operable public water main and an operable public sanitary sewer. 6. This Covenant is to run with the land and shall be binding on all parties and all persons claiming under it for a period of thirty (30) years from the date this Covenant is recorded after which time it shall be extended automatically for successive periods of ten years each, unless an instrument signed by the, then, owner(s) of the Property has been recorded agreeing to change the Covenant in whole, or in part, provided that the Covenant has first been modified or released by Miami-Dade County as specified herein. IN WITNESS WHEREOF, the undersigned have caused this Covenant to be executed this day of , 20 1 1 (Space Reserved for Clerk of the Court) Limited Liability Corporation (LLC) WITNESSES: Sign Managing Partner Print Sign Sign Print Print Title Address WITNESSES: Sign Managing Partner Print Sign Sign Print Print Title Address STATE OF FLORIDA, COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 20_, by as of a Florida Limited Liability Corporation, on behalf of the corporation. He or she is personally known to me or has produced as identification and did take an oath. NOTARY PUBLIC: Sign Print State of Florida at Large (Seal) My Commission Expires: THIS INSTRUMENT PREPARED BY: PAEnviron—ital Plan Review\Plan Review Section\Cover=ts\Covenwit 4a LLC 2 � C MOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY BUILDING DEPARTMENT I I ` j`f ()w qO 3- Herbert S.Saffir Per ing and Inspection Center 11805 SW 26th Street( do Coral Way),• iami, Florida 33175-2474•(786)315-2100 APPLICATION FOR MINI IPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIE!111ROM MIAMI-DADE FIRE RESCUE AND/OR DEPARTMENT OF ENVIRO MENTAL RESOURCES MANAGEMENT PROVIDE MUNICIPAL kOCESS NUMBER HERE Job Address g 8o 7�1�)!re Contractor No. o z _ r� W z Last four(4)digits of Qualifier No. Folio ' �G -0 00 z LU0 w Lot Block Contractor Name z 0 Qualifier Name t L)a Subdivision PBpg o° J 2 Metes and bounds 0 Address City State Zip [ Fnt Construction on Demolish Current use of property Land [ Jhell Only z [ Addition Attached ation Interior U. [ ]Addition Detached Description of Work / U,> [ J Alteration Exterior 0 [ ] Relocation of Structure [ l Re-Roof a. [ ] Foundation Only [ ] Enclosure ?�aaew »f [ ] Repair, Sq. Ft. L,.., U��� Floors [ ] Re air Due to Fire Value ofWork ��l/l�',� d'e-O [ ,1BLD* [ ] Chg. Contractor Owner W Category �_ ( ] Re-Issue 2 Address [ ] MELE z City State Zip F y [ ] Re-stamp y MLPG W [ ] MMEC [ ] Revision 3 Phone Last four(4)digits of [ ] FIRE [ ] Not Applicable fo 0 Fire Owner's Social Security No. Name oz Name oa z a Address F Z Address W Y ,I City State Zip 0 Z City State Zip a s Phone S / � �3 a w Phone f I am requesting a SpXiaj Request Plan Review(SRI)to be sche uled as soon as possible at the rate of$190 for the first hour and a z $65 per each add'' n r' a ion to the v' fees. Minim charge one-hour. vam y w w 1 sc Request46e Date: �® �.3 LL LU w Uj Uj 2"d Request: Date: 3`d Request: Date: z g !am. —r -sting Opiio>ial Plan Review(OPR)to be scheduled as oon as possible at the rate of$75 for each discipline. Additional aa review fees may apply. zo a1"Request: Date: LU2"d Request: Date: z W 3`d Request: Date: Y:XForn=0102-Municipal Permit Applimtioadoc S• . 1 Florida Energy Efficiency Code For Building Constructidn EnergyGauge Summits Fla1Com=2 10, Effective Date: March 15, 2012 --Form 506-2010 Total Building Perf6m ante Method for Commercial BuildinOs PROJECT SUMMARY Short Desc: New Pd Description: Tropical Chevrolet Owner: GM Motors Addressl: 8800 Biscayne Blvd City: Miami Shores Address2: State: FL Zip: 33158 Type: Convention Center Class: Addition to existing Building Jurisdiction: MIAMI SHORES VILLQ,GE,MIAMI-DADE COUNTY,FL(232600) Conditioned Area: 832 SF Conditioned&UnConditioned Area: 832 SF No of Stories: 1 Area entered from Plans 0 SF Permit No: 0 Max Tonnage 2.5 If different,write in: Mcg/ am'1oo���� •ENSE/vyJ� a ' /J R rc _ , FFSSIONkv sp,► , EnergyGauge Summit®Fla/Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012 8/23/2013 Page 1 of 7 Compliance Summary Component Design Criteria Result Gross Energy Cost(in$) 859.0 856.0 FAILED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS None Entered PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report Iq EnergyGauge Summit@ Fla/Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012 8/23/2013 Page 2 of 7 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Vincent L.McNish Building Official: Date: Date: I certify that this building is in compliance with the Florida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify(')that the system design is in compliance with the Florida Energy Efficiency Code Architect: Howard Nudell Reg No: Electrical Designer: Ralph Baeza Reg No: Lighting Designer: Ralph Baeza Reg No: Mechanical Designer: Vincent L.McNish Reg No: Plumbing Designer: Reg No: ( ) Signature is required where Florida Law require$design to be performed by registered design professionals. EnergyGauge Summit®Fla/Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012 8/23/2013 Page 3 of 7 Project:New Prj Title: Tropical Chevrolet Type:Convention Center (WEA File:FL_MIAMI_OPA_LOCKA.tm3) Building End Uses 1) Proposed 2) Baseline Total 54.90 68.10 $859 $1,070 ELECTRICITY(MBtu/kWh/$) 54.90 68.10 16049 19922 $859 $1,070 AREA LIGHTS 4.30 9.60 1249 2803 $67 $151 MISC EQUIPMT 12.50 12.50 3657 3657 $196 $196 PUMPS &MISC 0.00 0.00 1 2 $0 $0 SPACE COOL 23.30 23.90 6822 6989 $365 $375 SPACE HEAT 0.20 0.60 45 182 $2 $10 VENT FANS 14.60 21.50 4275 6289 $229 $338 Credits Applied: None FAILS Passing Criteria=856 Design (including any credits)=859 Passing requires Proposed Building cost to be at most 80% of Baseline cost. This Proposed Building is at 80.3% EnergyGauge Summit®Fla/Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012 8/23/2013 Page 4 of 7 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (W) (W) (Sgft or ft) None Project:New Prj Title: Tropical Chevrolet Type: Convention Center (WEA File:FL MIAMI OPA LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance Pr0Zo1Sp1 17 Office-Enclosed 832 2 1 PASSES PASSES Project:New Prj Title: Tropical Chevrolet Type: Convention Center (WEA File:FL_MIAMI_OPA_LOCKA.tm3) System Report Compliance PrOSyl System 1 Constant Volume Air Cooled No.of Units Split System<65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 13.70 12.23 14.00 PASSES Split System<65000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 0.80 0.82 PASSES System-Supply Constant Volume Air Distribution ADS System(Sup) 4.20 PASSES System(Sup) PASSES EnergyGauge Summit®Fla/Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012 8/23/2013 Page 5 of 7 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss fiance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick[in] Thick[in] [F] SF.F] None EnergyGauge Summit@ Fla/Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012 8/23/2013 Page 6 of 7 Project:New Prj Title: Tropical Chevrolet Type:Convention Center (WEA File:FL_MIAMI_0PA_L0CKA.tm3) Other Required Compliance Category Section Requirement(write N/A in box if not applicable) Check Report 506.4.2 Input Report Print-Out from EnergyGauge F1aCom attached Operations Manual 303.3.1, Operations manual provided to owner 503.2.9.3, 505.7.4.2 Windows&Doors 502.3.2 Glazed swinging entrance&revolving doors:max. 1.0 cfm/ft2;all other products:0.3 cfm/ftz Joints/Cracks 502.3.3 To be caulked,gasketed,weather-stripped or otherwise sealed Dropped Ceiling 502.3 Vented:seal&insulated ceiling.Unvented seal&insulate roof& Cavity side walls HVAC Efficiency 503.2.3 Minimum efficiencies:Tables 503.2.3(1)-(8) HVAC Controls 503.2.4 Zone controls prevent reheat(exceptions);separate thermostatic control per zone; Ventilation 503.2.5 Outdoor air supply&exhaust ducts shall have dampers that automatically shut when systems or spaces served are not in use. Exhaust air energy recovery required for cooling systems (Exceptions). ADS 503.2.7.5 Duct sizing and Design have been performed ❑ HVAC Ducts 503.2.7 Air ducts,fittings,mechanical equipment&plenum chambers shall be mechanically attached,sealed,insulated&installed per Table 503.2.7.2.Fan power limitations. Balancing 503.2.9.1 HVAC distribution system(s)tested&balanced.Report in construction documents. Piping Insulation 503.2.8 HAC and service hot water.In accordance with Table 503.2.8. Water Heaters 504 Performance requirements in accordance with Table 504.2.Heat trap required. Swimming Pools 504.7 Vapor-retardant or liquid cover or other means proven to reduce heat loss on heated pools;Time switch(exceptions);readily accessible on/off switch. Motors 505.7.5 Motor efficiency criteria have been met Lighting Controls 505.2,502.3 Automatic control required for interior lighting in buildings >5,000 s.f.;!Space control;Exterior photo sensor;Tandom wiring with 1 or 3 linear fluorescent lamps>30W EnergyGauge Summit@ Fla/Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012 8/23/2013 Page 7 of 7 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/ct] [h.sf.F/Btu] 1057 1 ft.soil,concrete floor,carpet and rubber No No 0.27 34.00 113.33 3.7 ❑ pad Layer Material Material Thickness Framing No. [ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 ❑ 2 48 6 in.Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ 8/23/2013 EnergyGauge Summit®v4.10 7 Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sLFBtu] 1012 4"Brick/2x4@16"oc+R1IBatt/0.5" Gyp No No 0.10 8.98 67.36 9.6 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 86 BRICK,COMMON,4IN 0.3333 0.000 ❑ 2 266 2x4@16"oc+Rl l Batt 0.2917 0.000 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1055 Metal siding/2x4@24"+RllBatt/5/8"Gyp No No 0.09 1.07 19.38 10.9 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 4 Steel siding 0.0050 0.000 ❑ 2 271 2x4@24"oc+RI l Batt 0.2917 0.000 ❑ 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cl] [h.sf.FBtu] 1056 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 94 BUILT-UP ROOFING,3/81N 0.0313 0.000 ❑ 2 23 6 in.Insulation 0.5000 0.000 ❑ 8/23/2013 EnergyGauge Summit®v4.10 6 Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness [F] [Btu-in/h.sf.F] [in] [in] Fenestration Used Name Glass Type No.of Glass SHGC VLT Panes Conductance [Btu/h.sf.F] ASHULTp1TntW User Defined 3 0.4500 0.3400 0.2100 ❑ d-Vy-Fg frm Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.F/Btu] [ft] [Btu/h.ft.F] [lb/cf] [Btu/lb.F] at o BOARD,1/2IN 178 Matll78 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 R No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in.Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 266 Mat1266 2x4@16"oc+Rl l Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ 86 Mat186 BRICK,COMMON,4IN No 0.8012 0.3333 0.4160 120.00 0.2000 ❑ 23 Mat123 6 in.Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 271 Mat1271 2x4@24"oc+RI l Batt No 10.4179 0.2917 0.0280 7.11 0.2000 ❑ 94 Mat194 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 3/81N 8/23/2013 EnergyGauge Summit®v4.10 5 Systems PrOSyl System 1 Constant Volume Air Cooled Split No.Of Units 1 System<65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 29600.00 13.70 14.00 ❑ 2 Heating System 19640.00 1.00 ❑ 3 Air Handling System-Supply 820.00 0.80 ❑ 4 Air Distribution System(Sup) 4.20 ❑ Plant Equipment Category Size Inst.No Eff. IPLV LJ Water Heaters W-Heater Description Capacit3Cap.Unit I/P Rt. Efficiency Loss Ext-Lighting Description Category No.of Watts per Area/Len/No.of units Control Type Wattage Luminaires Luminaire [sf/ft/No] [W] ILII 8/23/2013 EnergyGauge Summit®v4.10 4 Doors No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ft] [ft] plier [sf] [Btu/hr.sf.F] [lb/cf] [Btu/sf.F] [h.sf.F/Btu] In Zone: In Wall: 13 Roofs No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value [ft] [ft] plier [sf] [deg] [Btu/hr.SE F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] In Zone: PrOZol 1 PrOZoIRfl Mtl Bldg Roof/R-19 24.00 66.00 1 1584.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt Skylights No Description Type U SHGC Vis.Trans W H(Effec) Multiplier Area Total Area [Btu/hr sf F] [ft] [ft] [sf] [Sf] In Zone: In Roof: El Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value [ft] [ft] plier [sf] [Btu/hr.sf.F] [Btu/sf.F] [lb/cl] [h.sf.F/Btu] In Zone: PrOZol 1 PrOZo1F11 1 ft. soil,concrete 24.00 66.00 1 1584.0 0.2681 34.00 113.33 3.73 ❑ floor,carpet and rubber pad 8/23/2013 EnergyGauge Summit®v4.10 3 In Zone: PrOZol 1 PrOZo1Spl Zo0Sp1 Office-Enclosed 52.00 16.00 10.00 1 832.0 8320.0 Lighting No Type Category No.of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: PrOZol In Space: Pr0Zo1Sp1 1 Compact Fluorescent General Lighting 12 34 408 Manual On/Off 2 ❑ Walls No Description Type Width H(Effec) Multi Area DirectionConductance Heat Dens. R-Value [ft] [ft] plier [sf] [Btu/hr.sf.F] Capacity [lb/cf] [h.sf.F/Btu] [Btu/sEF] In Zone: PrOZol 1 PrOZo1Wal 4"Brick/2x4@16" 16.00 14.00 1 224.0 East 0.1043 8.982 67.36 9.6 ❑ oc+R 11 Batt/0.5" Gyp 2 PrOZo1Wa2 Metal 53.00 14.00 1 742.0 South 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+Rl 1 Batt/5/8"Gyp 3 PrOZo1Wa3 Metal 16.00 14.00 1 224.0 West 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+Rl 1 Batt/5/8"Gyp Windows No Description Type Shaded U SHGC Vis.Tra W H(Effec) Multi Total Area [Btu/hr sf F] [ft] [ft] plier [sf] In Zone: PrOZol In Wall: Pr0Zo1Wa2 1 PrOZo1Wa2Wil User Defined Yes 0.4500 0.34 0.21 52.00 12.00 1 624.0 8/23/2013 EnergyGauge Summit®v4.10 2 F M EnergyGauge Summit®v4.10 INPUT DATA REPORT Project Information Project Name: New Prj Orientation: North Project Title: Tropical Chevrolet Building Type: Convention Center Address: 8800 Biscayne Blvd Building Classification: Addition to existing Building State: FL No.of Stories: 1 Zip: 33158 GrossArea: 832 SF Owner: GM Motors Zones No Acronym Description Type Area Multiplier Total Area [sfl [Sfl 1 PrOZOI Zone 1 CONDITIONED 832.0 1 832.0 ❑ Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume [ftl [ftl [ftl plier [sf] [cf] 8/23/2013 EnergyGauge Summit®v4.10 1 DEPARTMENT OF PERMITTING,'ENVIRONMENT AND REGULATORY AFFAIRS IMPACt FEE RECEIPT PROCESS* B20131102139.0 BATCH: COLLECTION NO.: 107877 FOLIO#: 1132060200880 SITE ADDRESS: 8880 BISCAYNE BLVD FEEPAYER: TROPICAL CHEVROLET DATE: 11127/2013 8880 BISCAYNE BLVD MIAMI FL 33176 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT FIRE 1.0 2009 00 RETAIUPUB ASMBYIHOTEL 868 0.4308 373.93 ROAD 2.0 841 01 CAR SALES SERVICE&PARTS 868 7.8524 6,815.88 P Q ti O TOTAL AMOUNT DUE: $7,189.81 PAID CHECK: $7,189.81 PAID CASH: $0.00 IFSRP_0005T r DEPARTMENT OF PERMITTING, ERONMENT AND REGULATORY AFFAIRS M IMPACT HASSESSMENT i PROCESSM 820131102139 -0 BATCH: COLLECTION NO.: FOLIO M 1132060200880 SITE ADDRESS: BO BISCAYNE BLVD FEEPAY£R: CASH,CASHIER'S CK,OR MO PAYABLE TO MIAMI DADE COUNTY DATE: 1 W612013 RATES CHANGE PER ORDINANCE 4 FL XXXXX FEE DIST. CAT. CATEGORY UNITS FEE TYPE ID CODE DESCRIPTION EXTENDED �.� AMOUNT FIRE• .... ....................... ..........,............ -7;.... •1.0•r2009 X00 RETAIL/PUBASMBYIHOTEL X868 0.4308 373.93 ROAD 2.0 841 01 CAR SALES SERVICE&PARTS 868 7.8524 6,815.88 } TOTAL AMT.DUE: VJ89.81 IFSRP 0002T t DEPARTMENT OF PF41TTING, MIAMI•D►ADE ENVIRONMENT AND YTULATORY AFFAIRS IMPACT FEE APPLI=N FORM *Feepayer: �/�Cp�� �l/F'y��lF'f *Fyer Address: sU/f c a ,,�i *Phone: (c7 e_,C) 7 r1 -- .(^S-L �� 2 *State: /Z6- 6- *Zip:J J/470F_ A COPY OF THE BUILDING PERMIT APPLICATION 0-1, CASHIER CHECK OR MONEY ORDER ONLY IS REQUIRED FOR IMPACT FEE PROCESSING ***FOR PAYMENT OF IMPACT FEES*** `Site Address: _ � 1--r�1! �.�a��Y1�.� _V _ *F 1 1 - Q v CG a Q_ - V S� S1l.L *Permit Process Number: MQQM(yl CLA() Se Ft: ) Units: Proposed Use: Elg Use: C,-,v Legal Description: Lot: Block: Subdivision: PB: Pg: Metes and Bounds wappllcable): The Feepayer does hereby certify tha i rmation own n this ariti✓i�nd correct to the best of his knowledge and belief.. *Signature of Feepayer:- *Date: OFFICE LOCATIONS: WEST DADE 11805 SW 26 Stree+iami,FI 33175. Tel: 786 315 2670 Office Hours: 7:30 am-4.00 pm Fax:786 315 2930 FOR OFFIOSE ONLY Land Use Code Land Use Description Units Fee Per Unit Total Road Impact Fee Total Road Impact Fee Fire Impact Fee School Impact Fee Total Fire Impact Fee Police Impact Fee Total School Impact Fee _ Total Police Impact Fee Park Impact Fee _ Total Park Impact Fee (Rev.2006106123) *REQUIRED FIELDS yip DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS IMPACT FEE RECEIPT PROCESS#: B20131102139.0 BATCH: COLLECTION NO.: 107877 FOLIO#: 1132060200880 SITE ADDRESS: 8880 BISCAYNE BLVD FEEPAYER: TROPICAL CHEVROLET DATE: 11/2712013 8880 BISCAYNE BLVD MIAMI FL 33176 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT FIRE 1.0 � 2009 � 00 RETAIUPUB ASMBY/HOTEL 868 0.4308 373.93 ROAD 2.0 841 01 CAR SALES SERVICE&PARTS 868 7.8524 61815.88 TOTAL AMOUNT DUE: $7,189.81 PAID CHECK: $7,189.81 PAID CASH: $0.00 ,t I IFSRP_0005T 11/26/2013 09:12 3053726479 PAGE 02/05 Department of Regulatory and Economic Resources MIAMI-QADE Environmental Resources Management 701 NW 1st Court,6th Floor Miami, Florida 33136-3912 Carlos A. C3imEnez, Mayor T 305-372-6574 F 305-372-6479 miamidade.gov TREE REMOVAL PERMIT )Permit Number;4880 Issuance Date: 11/26/2013 Project Manager:Christina Stocking Expiration Date: 11/26/2014 Permittee:Tropical Chevrolet Address:8880 Biscayne Boulevard,Miami Shores, Florida 33138 Contact phone#:305-754-7551 E-mail address:ianw@tagemail.com Project location: 8880 Biscayne Boulevard,Miami Shores,Florida 33138 Folio(s): 11-3206-020-0880 Bond Requited;NO Permit Fees:$283.00 Approved Work: Removal of'the following non-specimen trees:Nine(9) Queen palms(5yagrus n)manzofana). All work shall be performed in accordance with the landscape plans titled "Tropical Chevrolet", prepared by Rosenberg Gardner Design,and stamped approved by the Miami-Dade County Tree Program on November 14,2013. Total canopy approved for removal is 2,289 square feet. REPLANTING REQUIREMENTS To replace Inst tree canopy, the permittee shall replant 2,289 sq. ft of tree canopy. Replanting shall be performed in accordance with the landscape plans titled "Tropical Chevrolet" Page 1.1-02, prepared by Rosenberg Gardner Design, and dated as received by Miami-Dade County,November 05,2013. All replacement trees shall have a minimum quality of Florida No. 1 grade or better. Replanting shall-take place within 12 months of the approved tree removal work conducted under this permit and prior to the permit expiration date. The replanting shall be consistent with the site sketch and species list provided. Any changes to the canopy replacement location or species list shall be approved in writing by the Department of Regulatory & Economic Resources(DRER). Replanting must be verified and approved by the DRER. The applicant shall notify the DRER project manager when the replanting is complete and schedule a final inspection (two weeks notice is required). 11/26/2013 09:12 3053726479 PAGE 03/05 Miami-Dade County Department of Regulat y&F,conotmic Resources Reviewed by: Si'ECIAL PERMIT CONDITIONS 1. During all site work and construction, no soil,vehicles,heavy equipment(such as bulldozers or backhoes), fill,building materials, construction debris, or dead vegetation shall be placed, stored, or deposited within the areas of protective barriers,nor shall there be disposal of any waste material such as paints,oils,solvents,aspha[t concrete, mortar or any other material harmful to trees or understory plants within the areas surrounded by protective barriers.Natural grade shall be maintained within protective barriers.In the event that the natural grade of the site is changed as a result of site development such that the safety of the tree(s)may be endangered,tree wells or retaining walls will be required. 2. Protective barriers shall be constructed around each tree or cluster of trees prior to the commencement of construction activities on-site.The protective barriers shall be constructed of wood,plastic or metal and shall be a minimum of four (4) feet above ground level and be placed no less than six (G) feet(radius distance)from the trunk of any protected tree or cluster of trees. Protective barriers shall be in place prior to the start of any construction,must remain in place until development is completed and the Department has authorized their removal. 3. The cutting,pruning or trimming of trees shall be done in accordance with the most recent American National Standards (ANSI)A-300 Standard Practices for Tree Care Operations.All tree cutting,pruning or trimming not done in accordance with the referenced standards shall be considered effective destruction and is prohibited by this condition for jurisdictional trees unless this permit is modified or prior written approval has otherwise been obtained from the Department. 4. fences and walls shall be constructed to avoid disturbance to any protected tree(s). Post holes and trenches located close to the trec(s)shall be dug by hand and adjusted as necessary, using techniques such as discontinuous footings,to avoid damage to major roots. S. Underground utility lines shall be placed outside the areas surrounded by protective barriers. If placement is not possible,disturbance shall be minimized by using techniques such as tunneling or overhead utility lines. GENERAL.PERMIT CONDITIONS 1.. This permit does not convey to the permittee or create for the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee. 2. All activities shall be implemented as set forth in the plans,specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit. 3. This permit and plans shall be kept on-site during all phases of preconstruction activities such as demolition, clearing of parcel, earthwork,regarding and through construction. . The complete permit shall be available for review at the work site upon request by DRER staff. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. REV09.23-2013 2 11/26/2013 09:12 3053726479 PAGE 04/05 4. Pursuant to Section 24-49 of the Miami-Dade County Code and the minimum requirements of the Miami-Dade County Landscape Ordinance,prohibited plant species shall be removed or eradicated from each property upon development or redevelopment. This condition shall not apply to properties that are not being developed or redeveloped. A prohibited pant species list is included below. These prohibited species shall be removed upon development or redevelopment and within one year of permit issuance. Furthermore, prohibited plant species shall not be sold, propagated, planted, imported or transported on property that is subject to this permit unless a variance has been granted by Miami-Dade County. Abrus precatorlus(Rosary pea) F'locourtla indica('Governor's plum) Pennisetum purpureum(Elephantgrass) Acacia uuriruliformls(Earleaf acRria) llydrilla verticillata(14ydrilla) Pisda stratiores(Water lettuce) Adenanth€ra pavonina(Red sandalwood) llygrophila po{ysperma(indi:an swampweed) Pueraria ninntana var.lobata(ltudzu) AlWla lebbccli(Woman's tongue) Hymenachne am plexicaulis(West Indian marsh grass) Rhodomyrtus tomentosa(Rose myrtle) Antigonnn leptopus(Coral vine) Imper•ata cylindrica(Cogongrass) Rhynchelytrum repens(Natal grass) Ardisfa crenate(Coral ardisia) Ipomoea aquatica(Water-spinach) Ricinus communis(Castorbean) Ardisia elliptica(Shoebutton ardisia) Jasminum dirhotomum(Gold Const jasmine) Saplum sebiferum(Chinese tallowtree) ShwhofaaJavanlca(Bishopwood) Jasminum fhaminense(Brazlllan jasmine) Scaevola raccada(Beach naupaka) Casuarina spp.(Australian pine) Leucaena leucocephala(Lead tree) SchefJlera actinnphylla(umbrella tree) Cestrum diurnum(Day jessamine) Ludr.vigia peruvlana(Peruvian primrosewillow) Schinus terab/nthifolius(Brazilian pepper) Cinnamomum camphora(Camphortree) .fygodlum spp.except L.palmatum Senna pendula var.glabrata(Climbing cassia) Colubrina asiatica(Asian nakedwood) Marfadyena unguis-cati(Catclawvine) Solanum tampicense(Aquatic,soda apple) Cuponiopsis anacardicides(rarrotwood) Melaleuca quinquenervia(Punk tree) Solanum vfarum(Tropical soda apple) Dolbergio sissoo(Indian rosewond) Melia aredararh(Chinaberry) Taliparitf tiliaceum(Mahoe,Sea hibiscus) Dfoscorea alata(White yam) Aferremla tuberasa(Yellow morning-glory) Tectaria incisa(incised halberd fern) Moscorea bulbifera(Air potato) Mikmaia mlcrantha(Mile-a-minute,Bittervine) Thespesia populnea(Seaside mahoe) lsicharnin crasslpes(Water-hyacinth) Mimosa pigra(Black mimosa) Trilxulvs cistoldes(Puncture vine) Ficus altissima(Council tree) Neyraudia reynaudfana(Burmareed) Urachloo nautica(Paragrass) Ficus benghalensis(13anyan tree) Poederta spp.(Sewervine,Skunlcvine) Ficus mlcrocarpa(Indian laurel) Panicum repens(Torpedograss) S. Pursuant to Sections 24-49, 19-13 and 19-1.4 of the Miami-Dade County Code, each property subject to this permit shall be maintained to prevent the growth or accumulation of all prohibited species including non-native grasses,weeds and undergrowth. 6. The survival of all trees counted towards canopy mitigation shall be ensured to live at least one(1)year from the date the final inspection was passed. 1f the tree(s) die, they must be replaced by the same Florida grade number one tree of equal or greater size.If the property owner of the mitigated tree(s) changes,the permittee will be held as the responsible party and will be required to replace any destroyed or non-living tree(s). 7. Replanting/relocation must be verified and approved by the DRER. The applicant shall notify the DRER when the replanting Is completed and call to schedule a final inspection(two weeks notice Is required). S. Any contributions made to the Tree Trust Fund to satisfy canopy replacement requirements will be used for planting on publicly owned/publicly accessible parcels unless otherwise specified. 9. Prior to performing any work that would have the potential to impact underground utilities, the permittee and contractor shall verify the location of all underground and overhead utility lines and verify that no utilities will be damaged by the work Contact Sunshine 811 One-Cell-at 811 or on the web: http-//www.sunsliin--e-$f.!,C-o rn/to locate underground utility lines. No clearing, excavation, earthwork, tree removal or planting shall commence until the permittee and contractor have verified that utilities will not be damaged by any work. ALL WORK SHALL BE IN ACCORDANCE WITH THE CONDITIONS CONTAINED HEREIN.THE PERMITTEE IS RESPONSIBLE FOR COMPLIANCE OF ALL CONTRACTORS AND SUBCONTRACTORS WITH THE CONDITIONS AND LIMITATIONS-OF THIS PERMIT AS APPLICABLE. EXCEPT AS AUTHORIZED BY T141S PERMIT, ANY PROTECTED TREE(S) THAT ARE REMOVED OR EFFECTIVELY DESTROYED SHALL CONSTITUTE A VIOLATION OF SECTION 24-49 OF THE CODE OF MiAMi-DADE COUNTY AND WILL BE PURSUED AS SUCH. IN ADDITION, ANY NON-COMPLIANCE WITH THE CONDITIONS OF THIS PERMIT WiLL REV09-23-2013 3 t ' 11/26/2013 09:12 3053726479 PAGE 05/05 SUBJECT THg P8RMIrr8E AND RESPONSIBLE CONTRACTORS OR INDIVIDUALS TO THE PENALTY PROVISIONS OF SECTION 24-49,24-30,24-31 AND SCC OF THE CODE OF MIAMI-DADE COUNTY. ISSUANCE OF THIS PMMIT DORS NOT RELIEVE THE PERMI11799 FROM THE REQUIREMENT TO OBTAIN AND COMPLY WITH ALL NECESSARY APPROVALS OR PERMITS FROM THE LOCAL MUNICIPALITY, OR ENTITY HAVING JURISDICTION RELATING TO THE, UTHORIzATIONS CONTAINED HERMN.ANY OTHER GOVERNMENT 1 HAVE READ THE CONDITIONS CONTAINED IN THIS PERMIT AND FULLY UNDERSTAND THEM. INS NING THIS ACTION REVOCATION,BONA FORFEITURE,WIT IG PERMIT, 1 ACKNOWLEDGE THAT FAILURE TO COIypLy WITH ALL CONDITIONS OF THIS PERMIT RESULT IN ACTION AGAINST Mg COMPLY OF MY CKRTIFICATR OF OCCUPANCY,AND ENFORCEMENT BY THE DEPARTMENT OF REGULATORY AND IICONOMIC RESOURCES. I ASSUME FULL RESPONSIBILITY FOR THE ACTIONS OF ALL MY EMPLOYEES,AGENTS, AND OR INDIREC17 CONTRACTUAL OBLIGATION TO MB WITH RESPECT TO COMPLIANCE WITH THE CONDITIO SS UNDERIRECr AND LIMI'T'ATIONS CONTAINED WITHIN THIS PERMIT, Signature of Owner/Authorized r a� Representative/Ownerls Agent Date Signed Print Name Title MM09.23.2018 4 S�0 RFs t ami Miami shores Village Building Department �lOR1Dp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We)have been retained by TROPICAL CHEVROLET to perform special inspector services under the Florida Building Code at the TROPICAL CHEVROLET project on the below listed structures as of JANUARY 10,2014 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: CC13-2139 ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(84404.6.1.20) ❑• SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) )sQ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1.MURRAY BRYNTESEN 2,CLIVE DRAPER 3.KERVIN VENTURA 4 *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector.All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final ins ®n bA"" r► le4d inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and profo al`jud ,`ig9V0.4proved rtions of the project outlined above meet the intent of the Florida Building Code and are in Subs) 4 � tplans. it �r1d S W6 ., Engineer/Architect : No _ °� � `, Name HURRAY BRYNTESEN r (PRIM) 4 F Address 3045 N.FEDERAL HWY.#80 FT.LAUDERDALE,FL 33306 6"A Y 10,2g14Phone No. 954-568-1411 Created on x BRYNTESEN STRUCTURAL ENGINEERS LETTER OF TRANSMITTAL PROJECT: TROPICAL CHEVROLET DATE: 24 January 2014 TO: The Miami Shores Building Department 10050 NE 2nd Ave, Miami Shores, FL If enclosures are not as noted, please 33138 Inform us immediately. ❑ Acknowledge receipt of enclosures TELE: (305) 795-2204 ❑ Return enclosures to us. ATTN: Mehdi Ashraf WE TRANSMIT: ® DELIVERED BY LUKE MCGREGOR ❑ Under separate cover FOR YOUR: ❑ Approval ❑ Distribution to parties ❑ Information ❑ Review & Comment ❑ Record ® Use ❑ Approved as Noted THE FOLLOWING: ❑ Drawings ❑ Shop Drawing/Plans ❑ Samples ® Calculations ❑ Plans Reproducible ❑ Product Literature ❑ Change Order ® Plans, Signed & Sealed ® Field Reports COPIES DATE DESCRIPTION 2 1/24/2014 Signed & Sealed Calculations 3 1/24/2014 Signed & Sealed Sheet S4.0 1 1/24/2014 Original Should you have any questions or require anything other than the requested, please feel free to contact us in the office. Luke McGregor 1/24/2014 Sent by Date 3045 NORTH FEDERAL HIGHWAY,SUITE 80 0 FORT LAUDERDALE,FLORIDA 33306 0 TEL:954-568-1411 0 FAX:954-568-9367 A BRYNTESEN STRUCTURAL ENGINEERS Supplemental 3-D Structural Tower Calculations for TROPICAL CHEVROLET Miami Shores, Florida Pages • 3-D Tower Analysis 1 - 71 • Wind Calculations 72 - 77 • Tower Geometry and Loads 78 - 79 • Footing Design Loods 80 • Combined Footing Designs 81 - 101 Total. pages 101 In accordance with the Florida Building Code Submitted By: BRYNTESEN STRUCTURAL 9NGINEERS.:, Luke McGregor Murray Bryntesen, k "2� �� Project Manage Florida License�'No 371$2" 3045 NORTH FEDERAL HIGHWAY,SUITE 90 ■ FORT LAUDERDALE,FLORIDA 33306 ■ TEL:954-568-1411 0 FAX-954-56B-9367 f A P SAP2000 Analysis Report Prepared by BRYNTESEN ENGINEERS Model Name: tower frame05_PRINTOUT.SDB 22 January 2014 1 6 S"2000 1/22/14 18:43:52 f qri niflrarnynio n ti 1 2T SAP2000 v12.0.0 -File:tower frame05_PRINTOUT-3-D View - Kip, in, F Units 2 S"2000 1/22/14 18:44:12 1 Owego SAP2000 02.0.0- File:tower frame05_PRINTOUT-3-D View - Kip, in, F Units 3 r , S"2000 1/22/14 18:44:29 l i SAP2000 02.0.0 - File:tower frame05_PRINTOUT-3-D View- Kip, in, F Units 4 SAP2 0 0 0 1/22/14 18:48:00 HSS6X31OS6X6X �6 '67(t?? j6X -- _.-- _ HSS6X6X3/16 ` ---- ___�HSS6X6X 6 3/1 -- i --- �I SS6X6X3/16 V�b _. ------- ---l� N 1,N ��c,���HSS6X6X3/16 �, }c6X6X3/16 10, — �X IX W �X +W too \ i � \ x( t v \ HSS6X `� til� X3 6'1' 4,6 X�_n � y� �x �SS6X6X3/16 �� iX6X31 � 6X6 �a �x }� -� SS6X6X3/18 16 10. �' x cn HSS6X6 1 ,I';'S 6X3i' o xo X631 yb��' } _ \ � 1x ' 1ol �i �P a LP ;NX � `S6X6X3/1 X 10. k\ rn °' Rx �✓ �' 1 -0 6X6X3i16 x X .01 2 �k X ( ab Ln cn = X CO cn SAP2000 v12.0.0 - File:tower frame05_PRINTOUT-3-D View- Kip, in, F Units 5 SAP2 0 0 0 1/22/14 18:48:30 SbX6X3��byss6�!'6,r \b 6��f bybX3�16'�N cp S 6X3 CP' Lp N556�f 1 it w \Wsw IAb ss�0. b�by3. ° w SAP2000 v12.0.0 - File:tower frame05_PRINTOUT-3-D View- Kip, in, F Units g SAP2000 1/22/14 18:49:33 57 60 21 81 84 ............ 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SAP2000 vl2.0.0-File:tower frame05_PRINTOUT- Joint Reactions (06DWX)- Kip, in, F Units 18 SAP2 0 0 0 1/22/14 19:13:58 ! i t � i i i � f i i I I I I i e•45 0.45 b� 0.37 m 0.37 , SAP2000 vl2.0.0-File:tower frame05_PRINTOUT- Joint Reactions (06DWX)-Kip, in, F Units 19 0.77 IN 't r _ 11S II I 1'r, + E I.III r r i Wind X MAX DISPLACEMENT r' 0.25 IN -.+.1-.= 4+ �,�,x 4an�aa bG5143 a4sse� _-+. 4U41Kfl 1 Jiltof, aD441x4. s T j f t _ 3 z � b 1s I , I' 1' I 1 + �L 1, Ir Wind Y MAX DISPLACEMENT 20 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 1 . Model geometry This section provides model geometry information, including items such as joint coordinates,joint restraints, and element connectivity. �l. rr;. Figure 1: Finite element model 1.1. Joint coordinates Table 1: Joint Coordinates Table 1: Joint Coordinates Joint"' CoordSys CoordType GlobalX GlobalY Globalz in in: in 1 GLOBAL Cartesian -72.000 0.000 0.000 2 GLOBAL Cartesian -72.000 0.000 156.000 3 GLOBAL Cartesian -72.000 0.000 270.000 4 GLOBAL Cartesian -72.000 0.000 363.000 5 GLOBAL Cartesian -24.000 0.000 0.000 6 GLOBAL Cartesian -24.000 0.000 156.000 7 GLOBAL Cartesian -24.000 0.000 270.000 Bryntesen Engineers 21 I I tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 1: Joint Coordinates Joint CoordSys CoordType GlobalX GlobalY GlobalZ in in in 8 GLOBAL Cartesian -24.000 0.000 363.000 9 GLOBAL Cartesian 188.004 0.000 0.000 10 GLOBAL Cartesian 188.004 0.000 156.000 11 GLOBAL Cartesian 188.004 0.000 270.000 12 GLOBAL Cartesian 188.004 0.000 363.000 13 GLOBAL Cartesian 236.004 0.000 0.000 14 GLOBAL Cartesian 236.004 0.000 156.000 15 GLOBAL Cartesian 236.004 0.000 270.000 16 GLOBAL Cartesian 236.004 0.000 363.000 33 GLOBAL Cartesian -72.000 34.000 0.000 34 GLOBAL Cartesian -72.000 34.000 156.000 35 GLOBAL Cartesian -72.000 34.000 270.000 36 GLOBAL Cartesian -72.000 34.000 363.000 37 GLOBAL Cartesian -24.000 34.000 0.000 38 GLOBAL Cartesian -24.000 34.000 156.000 39 GLOBAL Cartesian -24.000 34.000 270.000 40 GLOBAL Cartesian -24.000 34.000 363.000 41 GLOBAL Cartesian 188.004 34.000 0.000 42 GLOBAL Cartesian 188.004 34.000 156.000 43 GLOBAL Cartesian 188.004 34.000 270.000 44 GLOBAL Cartesian 188.004 34.000 363.000 45 GLOBAL Cartesian 236.004 34.000 0.000 46 GLOBAL Cartesian 236.004 34.000 156.000 47 GLOBAL Cartesian 236.004 34.000 270.000 48 GLOBAL Cartesian 236.004 34.000 363.000 55 GLOBAL Cartesian 262.008 0.000 156.000 56 GLOBAL Cartesian 262.008 0.000 270.000 57 GLOBAL Cartesian 262.008 0.000 363.000 58 GLOBAL Cartesian -98.004 0.000 156.000 59 GLOBAL Cartesian -98.004 0.000 270.000 60 GLOBAL Cartesian -98.004 0.000 363.000 61 GLOBAL Cartesian -24.000 58.000 270.000 62 GLOBAL Cartesian 188.004 58.000 270.000 1.2. Joint restraints Table 2: Joint Restraint Assignments Table 2: Joint Restraint Assignments Joint U1 U2U3 R1 R2 R3 1 Yes Yes Yes No No No 5 Yes Yes Yes No No No 9 Yes Yes Yes No No No 13 Yes Yes Yes No No No 33 Yes Yes Yes No No No 37 Yes Yes Yes No No No 41 Yes Yes Yes No No No 45 Yes Yes Yes No No No 61 No Yes No No No No 62 No Yes No No No No Bryntesen Engineers 22 tower frame05_PRINTOUT.SDB SAP2000 02.0.0 22 January 2014 1.3. Element connectivity Table 3: Connectivity - Frame, Part 1 of 2 Table 3: Connectivity-Frame,Part 1 of 2 I Frame Joint! Joint) IsCurved Length CentroidX CentroidY CentroldZ in in in in 1 1 2 No 156.000 -72.000 0.000 78.000 2 2 3 No 114.000 -72.000 0.000 213.000 3 3 4 No 93.000 -72.000 0.000 316.500 4 5 6 No 156.000 -24.000 0.000 78.000 5 6 7 No 114.000 -24.000 0.000 213.000 6 7 8 No 93.000 -24.000 0.000 316.500 7 9 10 No 156.000 188.004 0.000 78.000 8 10 11 No 114.000 188.004 0.000 213.000 9 11 12 No 93.000 188.004 0.000 316.500 10 13 14 No 156.000 236.004 0.000 78.000 11 14 15 No 114.000 236.004 0.000 213.000 12 15 16 No 93.000 236.004 0.000 316.500 13 2 6 No 48.000 -48.000 0.000 156.000 14 3 7 No 48.000 -48.000 0.000 270.000 15 4 8 No 48.000 -48.000 0.000 363.000 17 7 11 No 212.004 82.002 0.000 270.000 18 8 12 No 212.004 82.002 0.000 363.000 19 10 14 No 48.000 212.004 0.000 156.000 20 11 15 No 48.000 212.004 0.000 270.000 21 12 16 No 48.000 212.004 0.000 363.000 41 33 34 No 156.000 -72.000 34.000 78.000 42 34 35 No 114.000 -72.000 34.000 213.000 43 35 36 No 93.000 -72.000 34.000 316.500 44 37 38 No 156.000 -24.000 34.000 78.000 45 38 39 No 114.000 -24.000 34.000 213.000 46 39 40 No 93.000 -24.000 34.000 316.500 47 41 42 No 156.000 188.004 34.000 78.000 48 42 43 No 114.000 188.004 34.000 213.000 49 43 44 No 93.000 188.004 34.000 316.500 50 45 46 No 156.000 236.004 34.000 78.000 51 46 47 No 114.000 236.004 34.000 213.000 52 47 48 No 93.000 236.004 34.000 316.500 53 34 38 No 48.000 -48.000 34.000 156.000 54 35 39 No 48.000 -48.000 34.000 270.000 55 36 40 No 48.000 -48.000 34.000 363.000 56 39 43 No 212.004 82.002 34.000 270.000 57 40 44 No 212.004 82.002 34.000 363.000 58 42 46 No 48.000 212.004 34.000 156.000 59 43 47 No 48.000 212.004 34.000 270.000 60 44 48 No 48.000 212.004 34.000 363.000 61 3 35 No 34.000 -72.000 17.000 270.000 62 4 36 No 34.000 -72.000 17.000 363.000 63 2 34 No 34.000 -72.000 17.000 156.000 64 6 38 No 34.000 -24.000 17.000 156.000 65 16 48 No 34.000 236.004 17.000 363.000 66 12 44 No 34.000 188.004 17.000 363.000 Bryntesen Engineers 23 T T tower frame05_PRINTOUT.SDB SAP2000 02.0.0 22 January 2014 Table 3: Connectivity-Frame,Part 1 of 2 Frame Jointl JointJ IsCurved Length CentrodX CentroldY CentroidZ in in in in 67 15 47 No 34.000 236.004 17.000 270.000 68 11 43 No 34.000 188.004 17.000 270.000 69 14 46 No 34.000 236.004 17.000 156.000 70 10 42 No 34.000 188.004 17.000 156.000 71 8 40 No 34.000 -24.000 17.000 363.000 72 7 39 No 34.000 -24.000 17.000 270.000 79 14 55 No 26.004 249.006 0.000 156.000 80 15 56 No 26.004 249.006 0.000 270.000 81 16 57 No 26.004 249.006 0.000 363.000 82 2 58 No 26.004 -85.002 0.000 156.000 83 3 59 No 26.004 -85.002 0.000 270.000 84 4 60 No 26.004 -85.002 0.000 363.000 85 39 61 No 24.000 -24.000 46.000 270.000 86 43 62 No 24.000 188.004 46.000 270.000 Table 4: Frame Section Assignments, Part 1 of 2 Table 4: Frame Section Assignments,Part 1 of 2 Frame SectionType AutoSelectAnalSect DesignSect MatProp 1 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 2 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 3 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 4 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 5 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 6 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 7 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 8 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 9 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 10 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 11 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 12 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 13 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 14 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 15 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 17 Box[Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 18 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 19 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 20 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 21 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 41 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 42 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 43 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 44 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 45 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 46 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 47 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 48 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 49 Box/Tube N.A. HSS8X6X3/8 HSS8X6X3/8 Default 50 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 51 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default 52 Box/Tube N.A. HSS8X6X1/4 HSS8X6X1/4 Default Bryntesen Engineers 24 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 4: Frame Section Assignments,Part 1 of 2 Frame SectionType AutoSelect AnalSect DesignSect MatProp 53 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 54 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 55 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 56 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 57 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 58 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 59 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 60 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 61 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 62 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 63 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 64 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 65 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 66 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 67 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 68 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 69 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 70 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 71 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 72 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 79 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 80 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 81 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 82 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 83 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 84 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 85 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 86 Box/Tube N.A. HSS6X6X3/16 HSS6X6X3/16 Default 2. Material properties This section provides material property information for materials used in the model. Table 5: Material Properties 02 - Basic Mechanical Properties, Part 1 of 4 Table 5: Material Properties 02-Basic Mechanical Properties,Part 1 of 4 Material Temp UnitWeight UnitMass E7 E2 E3 G12G13 F Kip/in3 Kip-s2fip4 Kiphn2 KiprW Kip/int Kipfn2 KiprW 4000Psi 8.6806E-05 2.2483E-07 3604.997 1502.082 A500GrB46 2.8356E-04 7.3446E-07 29000.000 11153.846 A992Fy50 2.8356E-04 7.3446E-07 29000.000 11153.846 Table 5: Material Properties 02 - Basic Mechanical Properties, Part 2 of 4 Table 5: Material Properties 02-Basic Mechanical Properties,Part 2 of 4 Materlal .. G23 U12` U13 y U23 U14 U24 U34' U15 Kip/in2 4000Psi 0.200000 A500GrB46 0.300000 A992Fy50 0.300000 Bryntesen Engineers 25 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 5: Material Properties 02 - Basic Mechanical Properties, Part 3 of 4 Table S: Material Properties 02-Basic Mechanical Properties,Part 3 of 4 Material U25 U35 U45 U16 U26 U36 U46U66 4000Psi A500GrB46 A992Fy50 Table 5: Material Properties 02 - Basic Mechanical Properties, Part 4 of 4 Table 5: Material Properties 02-Basic Mechanical Properties,Part 4 of 4 Material Al A2 A3 Al2 A13 A23` 1/F 1/F 1/F 1/F 1/F 1/F 4000Psi 5.5000E-06 A500GrI346 6.5000E-06 A992Fy50 6.5000E-06 Table 6: Material Properties 03a -Steel Data, Part 1 of 2 Table 6: Material Properties 03a-Steel Data,Part 1 of 2 Material Temp`` Fy Fu EffFy EffFu SSCurveOpt SSHysType SHard F Kip/in2 Kip/in2 Kip/in2 Kiprn2 A500GrB46 46.000 58.000 50.600 63.800 Simple Kinematic 0.018000 A992Fy50 50.000 65.000 55.000 71.500 Simple Kinematic 0.015000 Table 6: Material Properties 03a -Steel Data, Part 2 of 2 Table 6: Material Properties 03a-Steel Data,Part 2 of 2 Material SMax SRup ' FlnalSlope A500Gr646 0.120000 0.180000 -0.100000 A992Fy50 0.110000 0.170000 -0.100000 Table 7: Material Properties 03b -Concrete Data, Part 1 of 3 Table 7: Material Properties 03b-Concrete Data,Part 1 of 3 Material Temp_ Fc LtWtConc LtWtFact SSCurveOpt SSHysType, SFC SCap' F" Kip/in2 4000Psi 4.000 No Mander Takeda 0.002000 0.005000 Table 7: Material Properties 03b -Concrete Data, Part 2 of 3 Table 7: Material Properties 03b-Concrete Data,Part 2 of 3 Material FinalSlope FAngle DAngle J! IIMGTYPG TlmeE ': TirneCreep; Tim@Shrink n CreepType Degrees, Degrees . 4000Psi -0.100000 0.000 0.000 Bryntesen Engineers 26 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 7: Material Properties 03b -Concrete Data, Part 3 of 3 Table 7: Material Properties 03b-Concrete Data,Part 3 of 3 Material CreepTenms 4000Psi 3. Section properties This section provides section property information for objects used in the model. 3.1. Frames Table 8: Frame Section Properties 01 -General, Part 1 of 7 Table 8: Frame Section Properties 01-General,Part 1 of 7 SectionName. Material Shape AutoType 0 1:2 tf in in in FSEC1 A992Fy50 I/Wide Flange 12.0000 5.0000 0.3800 HSS6X6X3/16 A500GrB46 Box/Tube 6.0000 6.0000 0.1740 HSS8X6X1/4 A992Fy50 Box/Tube 8.0000 6.0000 0.2330 HSS8X6X3/8 A500GrB46 Box/Tube 8.0000 6.0000 0.3490 Table 8: Frame Section Properties 01 -General, Part 2 of 7 Table 8: Frame Section Properties 01-General,Part 2 of 7 SectionName tw t2b tfb dis Radius UpDepth UpAngie= in in in in in in Degrees FSEC1 0.2500 5.0000 0.3800 HSS6X6X3/16 0.1740 HSS8X6X1/4 0.2330 HSS8X6X3/8 0.3490 Table 8: Frame Section Properties 01 -General, Part 3 of 7 Table 8: Frame Section Properties 01-General,Part 3 of 7 SectionName Area ToreConst r 133 122 AS2 A33 S33 in2 in4 in4 in4 in2 in2 1n3 FSEC1 6.61 0.23 157.90 7.93 3.00 3.17 26.32 HSS6X6X3/16 3.98 35.00 22.30 22.30 2.09 2.09 7.43 HSS8X6X1/4 6.17 70.30 56.60 36.40 3.73 2.80 14.15 HSS8X6X3/8 8.97 100.00 79.10 50.60 5.58 4.19 19.77 Table 8: Frame Section Properties 01 -General, Part 4 of 7 Table 8: Frame Section Properties 01-General,Part 4 of 7 SectionName 522 '233- 222 R33 R22 ConcCol Concf3eam in3: in3 �-�i'i in3 in in FSEC1 3.17 29.97 4.93 4.8876 1.0954 No No Bryntesen Engineers 27 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 8: Frame Section Properties 01-General,Part 4 of 7 SectionName S22 Z33 Z22 R33 R22 ConcCol ConcBeam in3 in3 in3 in in HSS6X6X3/16 7.43 8.63 8.63 2.3671 2.3671 No No HSS8X6X1/4 12.13 16.90 13.90 3.0288 2.4289 No No HSS8X6X3/8 16.87 24.10 19.80 2.9696 2.3751 No No Table 8: Frame Section Properties 01 -General, Part 5 of 7 Table 8: Frame Section Properties 01 -General,Part 5 of 7 SectionName Color TotalWt TotaiMass FromFile AMod A2Mod A3Mod Kip Kip-s2rn FSEC1 Green 0.000 0.0000 No 1.000000 1.000000 1.000000 HSS6X6X3/16 Yellow 2.298 0.0060 Yes 1.000000 1.000000 1.000000 HSS8X6X1/4 White 2.540 0.0066 Yes 1.000000 1.000000 1.000000 HSS8X6X3/8 Yellow 3.693 0.0096 Yes 1.000000 1.000000 1.000000 Table 8: Frame Section Properties 01 - General, Part 6 of 7 Table 8: Frame Section Properties 01 -General,Pant 6 of 7 SectionName Mod Mod' Mod MMod Mod SectlnFile FSEC1 1.000000 1.000000 1.000000 1.000000 1.000000 HSS6X6X3/16 1.000000 1.000000 1.000000 1.000000 1.000000 HSS6X6X3/16 HSS8X6X1/4 1.000000 1.000000 1.000000 1.000000 1.000000 HSS8X6X1/4 HSS8X6X3/8 1.000000 1.000000 1.000000 1.000000 1.000000 HSS8X6X3/8 Table 8: Frame Section Properties 01 -General, Part 7 of 7 Table 8: Frame Section Properties 01-General,Part 7 of 7 SectionNameFileName E C3UID Notes FSEC1 Added 1/22/2014 5:52:16 PM HSS6X6X3/16 c:\program files(x86)\computers and Imported 1/22/2014 6:00:07 PM from structures\sap2000 12\aiscl3.pro AISC13.pro HSS8X6X1/4 c:\program files(x86)\computers and Imported 1/22/2014 5:58:46 PM from structures\sap2000 12\aiscl3.pro AISC13.pro HSS8X6X3/8 Oprogram files(x86)\computers and Imported 1/22/2014 5:58:46 PM from structures\sap2000 12\aiscl3.pro AISC13.pro 4. Load patterns This section provides loading information as applied to the model. 4.1. Definitions Bryntesen Engineers 28 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 9: Load Pattern Definitions Table 9: Load Pattern Definitions LoadPat DesignTypeSelfwtMult AutoLoad GUID Notes DEAD DEAD 1.000000 WINDX WIND 0.000000 None WINDY WIND 0.000000 None 5. Load cases This section provides load case information. 5.1. Definitions Table 10: Load Case Definitions, Part 1 of 2 Table 10: Load Case Definitions,Part 1 of 2 Case Type InitlalCond ModaiCase BaseCase DesTypeOpt DesignType AutoType DEAD LinStatic Zero Prog Det DEAD None MODAL LinModal Zero Prog Det OTHER None wind LinStatic Zero Prog Det WIND None WINDY LinStatic Zero Prog Det WIND None Table 10: Load Case Definitions, Part 2 of 2 Table 10: Load Case Definitions,Part 2 of 2 Case RunCase CaseStatus ` GUID Notes DEAD Yes Finished MODAL No Not Run wind Yes Finished WINDY Yes Finished 5.2. Static case load assignments Table 11: Case -Static 1 - Load Assignments Table 11: Case-Static 1-Load Assignments Case LoaciType LoadName LoadSF TransAccSF RotAccSF �y inlsee2 - rad1sec2 DEAD Load pattern DEAD 1.000000 wind Load pattern WINDX 1.000000 WINDY Load pattern WINDY 1.000000 Bryntesen Engineers 29 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 5.3. Response spectrum case load assignments Table 12: Function - Response Spectrum - User Table 12: Function-Response Spectrum-User Name Period Accel FuncDamp Sec UNIFRS 0.000000 1.000000 0.050000 UNIFRS 1.000000 1.000000 6. Load combinations This section provides load combination information. Table 13: Combination Definitions, Part 1 of 3 Table 13: Combination Definitions,Part 1 of 3 ComboName ComboType AutoDesign Ca"Type CaseName ScaleFactor SteeiDesign DLWX Linear Add No Linear Static DEAD 1.000000 No DLWX Linear Static wind 1.000000 DLNWX Linear Add No Linear Static DEAD 1.000000 No DLNWX Linear Static wind -1.000000 DSTL1 Linear Add Yes Linear Static DEAD 1.400000 Yes DSTL5 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL9 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL9 Linear Static wind 1.600000 DSTL10 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL10 Linear Static wind -1.600000 DSTL11 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL11 Linear Static WINDY 1.600000 DSTL12 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL12 Linear Static WINDY -1.600000 DSTL13 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL13 Linear Static wind 0.800000 DSTL14 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL14 Linear Static wind -0.800000 DSTL15 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL15 Linear Static WINDY 0.800000 DSTL16 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL16 Linear Static WINDY -0.800000 DSTL17 Linear Add Yes Linear Static DEAD 0.900000 Yes DSTL17 Linear Static wind 1.600000 DSTL18 Linear Add Yes Linear Static DEAD 0.900000 Yes DSTL18 Linear Static wind -1.600000 DSTL19 Linear Add Yes Linear Static DEAD 0.900000 Yes DSTL19 Linear Static WINDY 1.600000 DSTL20 Linear Add Yes Linear Static DEAD 0.900000 Yes DSTL20 Linear Static WINDY -1.600000 DSTL21 Linear Add Yes Linear Static DEAD 1.000000 Yes DSTL25 Linear Add Yes Linear Static DEAD 1.000000 Yes 06DWX Linear Add No Linear Static DEAD 0.600000 No 06DWX Linear Static wind 1.000000 Bryntesen Engineers 30 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 13: Combination Definitions,Part 1 of 3 ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign 06DNWX Linear Add No Linear Static DEAD 0.600000 No O6DNWX Linear Static wind -1.000000 Table 13: Combination Definitions, Part 2 of 3 Table 13: Combination Definitions,Part 2 of 3 ComboName CaseName ConcDesign AlumDesign CoidDesign GUID DLWX DEAD No No No DLWX wind DLNWX DEAD No No No DLNWX wind DSTL1 DEAD No No No DSTL5 DEAD No No No DSTL9 DEAD No No No DSTL9 wind DSTL10 DEAD No No No DSTL10 wind DSTL11 DEAD No No No DSTL11 WINDY DSTL12 DEAD No No No DSTL12 WINDY DSTL13 DEAD No No No DSTL13 wind DSTL14 DEAD No No No DSTL14 wind DSTL15 DEAD No No No DSTL15 WINDY DSTL16 DEAD No No No DSTL16 WINDY DSTL17 DEAD No No No DSTL17 wind DSTL18 DEAD No No No DSTL18 wind DSTL19 DEAD No No No DSTL19 WINDY DSTL20 DEAD No No No DSTL20 WINDY DSTL21 DEAD No No No DSTL25 DEAD No No No 06DWX DEAD No No No 06DWX wind O6DNWX DEAD No No No O6DNWX wind Table 13: Combination Definitions, Part 3 of 3 Table 13: Combination Definitions,Part 3 of 3 ComboName " CaseName Notes DLWX DEAD DLWX wind Bryntesen Engineers 31 tower frame05_PRINTOUT.SDB SAP2000 02.0.0 22 January 2014 Table 13: Combination Definitions,Part 3 of 3 ComboName CaseName Notes DLNWX DEAD DLNWX wind DSTL1 DEAD Dead+Notional Gravity;Strength DSTL5 DEAD Dead+Notional Gravity+Live; Strength DSTL9 DEAD Dead+Live+Wind;Strength DSTL9 wind DSTL10 DEAD Dead+Live-Wind;Strength DSTL10 wind DSTL11 DEAD Dead+Live+Wind;Strength DSTL11 WINDY DSTL12 DEAD Dead+Live-Wind;Strength DSTL12 WINDY DSTL13 DEAD Dead+Wind;Strength DSTL13 wind DSTL14 DEAD Dead-Wind;Strength DSTL14 wind DSTL15 DEAD Dead+Wind;Strength DSTL15 WINDY DSTL16 DEAD Dead-Wind;Strength DSTL16 WINDY DSTL17 DEAD Dead(min)+Wind;Strength DSTL17 wind DSTL18 DEAD Dead (min)-Wind; Strength DSTL18 wind DSTL19 DEAD Dead(min)+Wind;Strength DSTL19 WINDY DSTL20 DEAD Dead(min)-Wind;Strength DSTL20 WINDY DSTL21 DEAD Dead+Notional Gravity;Deflection DSTL25 DEAD Dead+Notional Gravity+Live; Deflection O6DWX DEAD 06DWX wind O6DNWX DEAD O6DNWX wind Bryntesen Engineers 32 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 7. Structure results This section provides structure results, including items such as structural periods and base reactions. 1 9`:2 N x. Figure 2: Deformed shape 8. Joint results This section provides joint results, including items such as displacements and reactions. Table 16: Joint Displacements, Part 1 of 2 Table 16: Joint Displacements,Part 1 of 2 Joint Outputcase caseType StepType StepNum U1 U2 U3 R1 inin in Radians 1 DEAD UnStatic 0.000000 0.000000 0.000000 -2.229E-08 1 wind UnStatic 0.000000 0.000000 0.000000 6.401E-17 1 WINDY UnStatic 0.000000 0.000000 0.000000 -0.000808 1 DLWX Combination 0.000000 0.000000 0.000000 -2.229E-08 1 DLNWX Combination 0.000000 0.000000 0.000000 -2.229E-08 1 06DWX Combination 0.000000 0.000000 0.000000 -1.338E-08 Bryntesen Engineers 33 tower frame05_PRINTOUT.SDB SAP2000 02.0.0 22 January 2014 Table 16: Joint Displacements,Pan 1 of 2 Joint "' OutputCase CaseType StepType StepNum U1 U2 U3 R7 in in in Radians 1 06DNWX Combination 0.000000 0.000000 0.000000 -1.338E-08 2 DEAD UnStatic -0.000796 0.000023 -0.000741 -4.004E-07 2 wind UnStatic 0.566512 -6.967E-15 0.005082 5.565E-18 2 WINDY UnStatic -0.021408 0.087665 0.003691 -0.000064 2 DLWX Combination 0.565715 0.000023 0.004341 -4.004E-07 2 DLNWX Combination -0.567308 0.000023 -0.005823 -4.004E-07 2 06DWX Combination 0.566034 0.000014 0.004637 -2.402E-07 2 06DNWX Combination -0.566989 0.000014 -0.005527 -2.402E-07 3 DEAD UnStatic -0.000068 9.992E-06 -0.001033 6.323E-07 3 wind LinStatic 0.725570 -6.504E-15 0.006270 7.657E-18 3 WINDY UnStatic -0.003887 0.068738 0.006833 -0.000662 3 DLWX Combination 0.725503 9.992E-06 0.005237 6.323E-07 3 DLNWX Combination -0.725638 9.992E-06 -0.007303 6.323E-07 3 06DWX Combination 0.725530 5.995E-06 0.005650 3.794E-07 3 06DNWX Combination -0.725611 5.995E-06 -0.006890 3.794E-07 4 DEAD UnStatic 0.000068 -0.000047 -0.001119 4.563E-07 4 wind UnStatic 0.778929 -8.536E-15 0.006477 1.251E-17 4 WINDY LinStatic 0.003621 0.218767 0.008486 -0.001053 4 DLWX Combination 0.778998 -0.000047 0.005358 4.563E-07 4 DLNWX Combination -0.778861 -0.000047 -0.007596 4.563E-07 4 06DWX Combination 0.778970 -0.000028 0.005805 2.738E-07 4 06DNWX Combination -0.778889 -0.000028 -0.007148 2.738E-07 5 DEAD UnStatic 0.000000 0.000000 0.000000 6.708E-07 5 wind UnStatic 0.000000 0.000000 0.000000 -1.776E-17 5 WINDY UnStatic 0.000000 0.000000 0.000000 -0.000202 5 DLWX Combination 0.000000 0.000000 0.000000 6.708E-07 5 DLNWX Combination 0.000000 0.000000 0.000000 6.708E-07 5 06DWX Combination 0.000000 0.000000 0.000000 4.025E-07 5 06DNWX Combination 0.000000 0.000000 0.000000 4.025E-07 6 DEAD UnStatic -0.000799 -5.064E-07 -0.000852 -1.344E-06 6 wind UnStatic 0.566486 1.610E-15 -0.003381 4.703E-18 6 WINDY UnStatic -0.021316 0.018776 0.004216 0.000045 6 DLWX Combination 0.565687 -5.064E-07 -0.004234 -1.344E-06 6 DLNWX Combination -0.567285 -5.064E-07 0.002529 -1.344E-06 6 06DWX Combination 0.566007 -3.038E-07 -0.003893 -8.066E-07 6 06DNWX Combination -0.566965 -3.038E-07 0.002870 -8.066E-07 7 DEAD UnStatic -0.000067 -2.215E-07 -0.001264 -2.573E-07 7 wind UnStatic 0.725434 -3.339E-17 -0.004115 1.052E-17 7 WINDY LinStatic -0.002652 0.006067 0.008073 -0.001092 7 DLWX Combination 0.725368 -2.215E-07 -0.005379 -2.573E-07 7 DLNWX Combination -0.725501 -2.215E-07 0.002851 -2.573E-07 7 06DWX Combination 0.725394 -1.329E-07 -0.004873 -1.544E-07 7 06DNWX Combination -0.725474 -1.329E-07 0.003357 -1.544E-07 8 DEAD UnStatic 0.000069 -0.000013 -0.001401 -1.579E-06 8 wind UnStatic 0.778855 -1.142E-15 -0.004233 8.268E-18 8 WINDY UnStatic 0.003480 0.251414 0.010128 -0.001666 8 DLWX Combination 0.778924 -0.000013 -0.005635 -1.579E-06 8 DLNWX Combination -0.778786 -0.000013 0.002832 -1.579E-06 8 06DWX Combination 0.778896 -7.830E-06 -0.005074 -9.476E-07 8 06DNWX Combination -0.778814 -7.830E-06 0.003393 -9.476E-07 9 DEAD UnStatic 0.000000 0.000000 0.000000 6.708E-07 9 wind UnStatic 0.000000 0.000000 0.000000 1.877E-17 9 WINDY UnStatic 0.000000 0.000000 0.000000 -0.000202 9 DLWX Combination 0.000000 0.000000 0.000000 6.708E-07 Bryntesen Engineers 34 tower frame05 PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 16: Joint Displacements,Part 1 of 2 Joint ' OutputCase, CaseType StepType StepNum U1 U2 U3` R1 in in in Radians 9 DLNWX Combination 0.000000 0.000000 0.000000 6.708E-07 9 06DWX Combination 0.000000 0.000000 0.000000 4.025E-07 9 O6DNWX Combination 0.000000 0.000000 0.000000 4.025E-07 7 10 DEAD LinStatic 0.000799 -5.064E-07 -0.000852 -1.344E-06 10 wind LinStatic 0.566486 -1.695E-15 0.003381 -5.086E-18 10 WINDY UnStatic 0.021316 0.018776 0.004216 0.000045 10 DLWX Combination 0.567285 -5.064E-07 0.002529 -1.344E-06 10 DLNWX Combination -0.565687 -5.064E-07 -0.004234 -1.344E-06 10 06DWX Combination 0.566965 -3.038E-07 0.002870 -8.066E-07 10 06DNWX Combination -0.566007 -3.038E-07 -0.003893 -8.066E-07 11 DEAD LinStatic 0.000067 -2.215E-07 -0.001264 -2.573E-07 11 wind UnStatic 0.725434 2.949E-17 0.004115 -1.030E-17 11 WINDY LinStatic 0.002652 0.006067 0.008073 -0.001092 11 DLWX Combination 0.725501 -2.215E-07 0.002851 -2.573E-07 11 DLNWX Combination -0.725368 -2.215E-07 -0.005379 -2.573E-07 11 06DWX Combination 0.725474 -1.329E-07 0.003357 -1.544E-07 11 06DNWX Combination -0.725394 -1.329E-07 -0.004873 -1.544E-07 12 DEAD UnStatic -0.000069 -0.000013 -0.001401 -1.579E-06 12 wind LinStatic 0.778855 1.166E-15 0.004233 -8.199E-18 12 WINDY UnStatic -0.003480 0.251414 0.010128 -0.001666 12 DLWX Combination 0.778786 -0.000013 0.002832 -1.579E-06 12 DLNWX Combination -0.778924 -0.000013 -0.005635 -1.579E-06 12 06DWX Combination 0.778814 -7.830E-06 0.003393 -9.476E-07 12 06DNWX Combination -0.778896 -7.830E-06 -0.005074 -9.476E-07 13 DEAD LinStatic 0.000000 0.000000 0.000000 -2.229E-08 13 wind UnStatic 0.000000 0.000000 0.000000 -6.014E-17 13 WINDY LinStatic 0.000000 0.000000 0.000000 -0.000808 13 DLWX Combination 0.000000 0.000000 0.000000 -2.229E-08 13 DLNWX Combination 0.000000 0.000000 0.000000 -2.229E-08 13 06DWX Combination 0.000000 0.000000 0.000000 -1.338E-08 13 06DNWX Combination 0.000000 0.000000 0.000000 -1.338E-08 14 DEAD UnStatic 0.000796 0.000023 -0.000741 -4.004E-07 14 wind UnStatic 0.566512 6.630E-15 -0.005082 -6.854E-18 14 WINDY LinStatic 0.021408 0.087665 0.003691 -0.000064 14 DLWX Combination 0.567308 0.000023 -0.005823 -4.004E-07 14 DLNWX Combination -0.565715 0.000023 0.004341 -4.004E-07 14 06DWX Combination 0.566989 0.000014 -0.005527 -2.402E-07 14 06DNWX Combination -0.566034 0.000014 0.004637 -2.402E-07 15 DEAD UnStatic 0.000068 9.992E-06 -0.001033 6.323E-07 15 wind UnStatic 0.725570 6.741 E-15 -0.006270 -8.877E-18 15 WINDY UnStatic 0.003887 0.068738 0.006833 -0.000662 15 DLWX Combination 0.725638 9.992E-06 -0.007303 6.323E-07 15 DLNWX Combination -0.725503 9.992E-06 0.005237 6.323E-07 15 06DWX Combination 0.725611 5.995E-06 -0.006890 3.794E-07 15 06DNWX Combination -0.725530 5.995E-06 0.005650 3.794E-07 16 DEAD UnStatic -0.000068 -0.000047 -0.001119 4.563E-07 16 wind UnStatic 0.778929 8.768E-15 -0.006477 -1.214E-17 16 WINDY LinStatic -0.003621 0.218767 0.008486 -0.001053 16 DLWX Combination 0.778861 -0.000047 -0.007596 4.563E-07 16 DLNWX Combination -0.778998 -0.000047 0.005358 4.563E-07 16 06DWX Combination 0.778889 -0.000028 -0.007148 2.738E-07 16 06DNWX Combination -0.778970 -0.000028 0.005805 2.738E-07 33 DEAD LinStatic 0.000000 0.000000 0.000000 -1.346E-06 33 wind UnStatic 0.000000 0.000000 0.000000 6.420E-17 Bryntesen Engineers 35 } 1 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 16: Joint Displacements,Part 1 of 2 Joint OutputCase: CaseType StepType StepNum U7 U2 U3 R1 in in in Radians 33 WINDY UnStatic 0.000000 0.000000 0.000000 -0.000806 33 DLWX Combination 0.000000 0.000000 0.000000 -1.346E-06 33 DLNWX Combination 0.000000 0.000000 0.000000 -1.346E-06 33 06DWX Combination 0.000000 0.000000 0.000000 -8.075E-07 33 06DNWX Combination 0.000000 0.000000 0.000000 -8.075E-07 34 DEAD UnStatic -0.000794 0.000023 -0.000680 2.269E-06 34 wind UnStatic 0.566512 -6.968E-15 0.005082 5.204E-18 34 WINDY UnStatic 0.021408 0.087342 -0.003691 -0.000063 34 DLWX Combination 0.565717 0.000023 0.004402 2.269E-06 34 DLNWX Combination -0.567306 0.000023 -0.005762 2.269E-06 34 06DWX Combination 0.566035 0.000014 0.004674 1.362E-06 34 06DNWX Combination -0.566988 0.000014 -0.005490 1.362E-06 35 DEAD UnStatic -0.000069 0.000010 -0.000945 1.727E-06 35 wind UnStatic 0.725570 -6.504E-15 0.006270 7.941 E-18 35 WINDY UnStatic 0.003887 0.068486 -0.006833 -0.000663 35 DLWX Combination 0.725501 0.000010 0.005325 1.727E-06 35 DLNWX Combination -0.725639 0.000010 -0.007214 1.727E-06 35 06DWX Combination 0.725529 6.095E-06 0.005703 1.036E-06 35 06DNWX Combination -0.725612 6.095E-06 -0.006837 1.036E-06 36 DEAD UnStatic 0.000070 -0.000047 -0.001018 3.507E-06 36 wind UnStatic 0.778929 -8.534E-15 0.006477 1.243E-17 36 WINDY UnStatic -0.003621 0.218651 -0.008486 -0.001056 36 DLWX Combination 0.779000 -0.000047 0.005459 3.507E-06 36 DLNWX Combination -0.778859 -0.000047 -0.007495 3.507E-06 36 06DWX Combination 0.778972 -0.000028 0.005866 2.104E-06 36 06DNWX Combination -0.778887 -0.000028 -0.007088 2.104E-06 37 DEAD UnStatic 0.000000 0.000000 0.000000 -6.697E-07 37 wind LinStatic 0.000000 0.000000 0.000000 -1.770E-17 37 WINDY UnStatic 0.000000 0.000000 0.000000 -0.000208 37 DLWX Combination 0.000000 0.000000 0.000000 -6.697E-07 37 DLNWX Combination 0.000000 0.000000 0.000000 -6.697E-07 37 06DWX Combination 0.000000 0.000000 0.000000 -4.018E-07 37 O6DNWX Combination 0.000000 0.000000 0.000000 -4.018E-07 38 DEAD UnStatic -0.000796 -4.885E-07 -0.000866 1.361 E-06 38 wind UnStatic 0.566486 1.611 E-15 -0.003381 4.547E-18 38 WINDY UnStatic 0.021316 0.018669 -0.004216 0.000058 38 DLWX Combination 0.565690 -4.885E-07 -0.004247 1.361 E-06 38 DLNWX Combination -0.567282 -4.885E-07 0.002516 1.361 E-06 38 06DWX Combination 0.566008 -2.931 E-07 -0.003901 8.168E-07 38 06DNWX Combination -0.566964 -2.931 E-07 0.002862 8.168E-07 39 DEAD UnStatic -0.000068 -5.879E-08 -0.001289 -2.053E-06 39 wind UnStatic 0.725434 -1.959E-17 -0.004115 1.075E-17 39 WINDY LinStatic 0.002652 0.003777 -0.008073 -0.001097 39 DLWX Combination 0.725367 -5.879E-08 -0.005404 -2.053E-06 39 DLNWX Combination -0.725502 -5.879E-08 0.002826 -2.053E-06 39 06DWX Combination 0.725394 -3.527E-08 -0.004888 -1.232E-06 39 06DNWX Combination -0.725475 -3.527E-08 0.003342 -1.232E-06 40 DEAD UnStatic 0.000070 -0.000013 -0.001423 1.674E-06 40 wind UnStatic 0.778855 -1.143E-15 -0.004233 8.321 E-18 40 WINDY UnStatic -0.003480 0.251834 -0.010128 -0.001689 40 DLWX Combination 0.778925 -0.000013 -0.005657 1.674E-06 40 DLNWX Combination -0.778785 -0.000013 0.002810 1.674E-06 40 06DWX Combination 0.778897 -7.957E-06 -0.005087 1.004E-06 40 06DNWX Combination -0.778813 -7.957E-06 0.003379 1.004E-06 Bryntesen Engineers 36 tower frame05 PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 16: Joint Displacements,Part 1 of 2 Joint Outputcase CaseType StepType StepNum U7 U2 U3 R1 in in in Radians 41 DEAD UnStatic 0.000000 0.000000 0.000000 -6.697E-07 41 wind UnStatic 0.000000 0.000000 0.000000 1.859E-17 41 WINDY UnStatic 0.000000 0.000000 0.000000 -0.000208 41 DLWX Combination 0.000000 0.000000 0.000000 -6.697E-07 41 DLNWX Combination 0.000000 0.000000 0.000000 -6.697E-07 41 06DWX Combination 0.000000 0.000000 0.000000 -4.018E-07 41 06DNWX Combination 0.000000 0.000000 0.000000 -4.018E-07 42 DEAD LinStatic 0.000796 -4.885E-07 -0.000866 1.361E-06 42 wind LinStatic 0.566486 -1.694E-15 0.003381 -4.743E-18 42 WINDY UnStatic -0.021316 0.018669 -0.004216 0.000058 42 DLWX Combination 0.567282 -4.885E-07 0.002516 1.361 E-06 42 DLNWX Combination -0.565690 -4.885E-07 -0.004247 1.361E-06 42 06DWX Combination 0.566964 -2.931 E-07 0.002862 8.168E-07 42 06DNWX Combination -0.566008 -2.931 E-07 -0.003901 8.168E-07 43 DEAD UnStatic 0.000068 -5.879E-08 -0.001289 -2.053E-06 43 wind UnStatic 0.725434 1.826E-17 0.004115 -1.169E-17 43 WINDY UnStatic -0.002652 0.003777 -0.008073 -0.001097 43 DLWX Combination 0.725502 -5.879E-08 0.002826 -2.053E-06 43 DLNWX Combination -0.725367 -5.879E-08 -0.005404 -2.053E-06 43 06DWX Combination 0.725475 -3.527E-08 0.003342 -1.232E-06 43 06DNWX Combination -0.725394 -3.527E-08 -0.004888 -1.232E-06 44 DEAD UnStatic -0.000070 -0.000013 -0.001423 1.674E-06 44 wind UnStatic 0.778855 1.167E-15 0.004233 -8.457E-18 44 WINDY UnStatic 0.003480 0.251834 -0.010128 -0.001689 44 DLWX Combination 0.778785 -0.000013 0.002810 1.674E-06 44 DLNWX Combination -0.778925 -0.000013 -0.005657 1.674E-06 44 06DWX Combination 0.778813 -7.957E-06 0.003379 1.004E-06 44 06DNWX Combination -0.778897 -7.957E-06 -0.005087 1.004E-06 45 DEAD UnStatic 0.000000 0.000000 0.000000 -1.346E-06 45 wind UnStatic 0.000000 0.000000 0.000000 -6.017E-17 45 WINDY UnStatic 0.000000 0.000000 0.000000 -0.000806 45 DLWX Combination 0.000000 0.000000 0.000000 -1.346E-06 45 DLNWX Combination 0.000000 0.000000 0.000000 -1.346E-06 45 06DWX Combination 0.000000 0.000000 0.000000 -8.075E-07 45 06DNWX Combination 0.000000 0.000000 0.000000 -8.075E-07 46 DEAD UnStatic 0.000794 0.000023 -0.000680 2.269E-06 46 wind UnStatic 0.566512 6.629E-15 -0.005082 -6.792E-18 46 WINDY UnStatic -0.021408 0.087342 -0.003691 -0.000063 46 DLWX Combination 0.567306 0.000023 -0.005762 2.269E-06 46 DLNWX Combination -0.565717 0.000023 0.004402 2.269E-06 46 06DWX Combination 0.566988 0.000014 -0.005490 1.362E-06 46 06DNWX Combination -0.566035 0.000014 0.004674 1.362E-06 47 DEAD UnStatic 0.000069 0.000010 -0.000945 1.727E-06 47 wind UnStatic 0.725570 6.739E-15 -0.006270 -8.849E-18 47 WINDY UnStatic -0.003887 0.068486 -0.006833 -0.000663 47 DLWX Combination 0.725639 0.000010 -0.007214 1.727E-06 47 DLNWX Combination -0.725501 0.000010 0.005325 1.727E-06 47 06DWX Combination 0.725612 6.095E-06 -0.006837 1.036E-06 47 06DNWX Combination -0.725529 6.095E-06 0.005703 1.036E-06 48 DEAD UnStatic -0.000070 -0.000047 -0.001018 3.507E-06 48 wind UnStatic 0.778929 8.767E-15 -0.006477 -1.236E-17 48 WINDY UnStatic 0.003621 0.218651 -0.008486 -0.001056 48 DLWX Combination 0.778859 -0.000047 -0.007495 3.507E-06 48 DLNWX Combination -0.779000 -0.000047 0.005459 3.507E-06 Bryntesen Engineers 37 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 16: Joint Displacements,Part 1 of 2 Joint OutputCase CaseType StepType StepNum U7 U2 U3R1 in in in Radians 48 06DWX Combination 0.778887 0.000028 -0.007088 2.104E-06 48 06DNWX Combination -0.778972 -0.000028 0.005866 2.104E-06 55 DEAD UnStatic 0.000796 0.000029 -0.000810 -4.004E-07 55 wind UnStatic 0.566512 1.131 E-14 -0.040517 -6.854E-18 55 WINDY LinStatic 0.021408 0.126551 0.004426 -0.000064 55 DLWX Combination 0.567308 0.000029 -0.041326 -4.004E-07 55 DLNWX Combination -0.565715 0.000029 0.039707 -4.004E-07 55 06DWX Combination 0.566989 0.000018 -0.041002 -2.402E-07 55 06DNWX Combination -0.566034 0.000018 0.040031 -2.402E-07 56 DEAD UnStatic 0.000068 0.000011 -0.001115 6.323E-07 56 wind UnStatic 0.725570 1.035E-14 -0.025053 -8.877E-18 56 WINDY UnStatic 0.003887 0.090748 0.008856 -0.000662 56 DLWX Combination 0.725638 0.000011 -0.026169 6.323E-07 56 DLNWX Combination -0.725503 0.000011 0.023938 6.323E-07 56 06DWX Combination 0.725611 6.859E-06 -0.025722 3.794E-07 56 06DNWX Combination -0.725530 6.859E-06 0.024384 3.794E-07 57 DEAD UnStatic -0.000068 -0.000053 -0.001339 4.563E-07 57 wind UnStatic 0.778929 1.343E-14 -0.015841 -1.214E-17 57 WINDY UnStatic -0.003621 0.211865 0.008989 -0.001053 57 DLWX Combination 0.778861 -0.000053 -0.017181 4.563E-07 57 DLNWX Combination -0.778998 -0.000053 0.014502 4.563E-07 57 06DWX Combination 0.778889 -0.000032 -0.016645 2.738E-07 57 06DNWX Combination -0.778970 -0.000032 0.015038 2.738E-07 58 DEAD UnStatic -0.000796 0.000029 -0.000810 -4.004E-07 58 wind UnStatic 0.566512 -1.175E-14 0.040517 5.565E-18 58 WINDY UnStatic -0.021408 0.126551 0.004426 -0.000064 58 DLWX Combination 0.565715 0.000029 0.039707 -4.004E-07 58 DLNWX Combination -0.567308 0.000029 -0.041326 -4.004E-07 58 06DWX Combination 0.566034 0.000018 0.040031 -2.402E-07 58 06DNWX Combination -0.566989 0.000018 -0.041002 -2.402E-07 59 DEAD UnStatic -0.000068 0.000011 -0.001115 6.323E-07 59 wind UnStatic 0.725570 -9.977E-15 0.025053 7.657E-18 59 WINDY UnStatic -0.003887 0.090748 0.008856 -0.000662 59 DLWX Combination 0.725503 0.000011 0.023938 6.323E-07 59 DLNWX Combination -0.725638 0.000011 -0.026169 6.323E-07 59 06DWX Combination 0.725530 6.859E-06 0.024384 3.794E-07 59 06DNWX Combination -0.725611 6.859E-06 -0.025722 3.794E-07 60 DEAD UnStatic 0.000068 -0.000053 -0.001339 4.563E-07 60 wind UnStatic 0.778929 -1.300E-14 0.015841 1.251 E-17 60 WINDY UnStatic 0.003621 0.211865 0.008989 -0.001053 60 DLWX Combination 0.778998 -0.000053 0.014502 4.563E-07 60 DLNWX Combination -0.778861 -0.000053 -0.017181 4.563E-07 60 06DWX Combination 0.778970 -0.000032 0.015038 2.738E-07 60 06DNWX Combination -0.778889 -0.000032 -0.016645 2.738E-07 61 DEAD UnStatic -0.000066 0.000000 -0.001443 -7.079E-06 61 wind UnStatic 0.725434 0.000000 -0.004115 1.071E-17 61 WINDY LinStatic -0.001503 0.000000 -0.034401 -0.001097 61 DLWX Combination 0.725368 0.000000 -0.005558 -7.079E-06 61 DLNWX Combination -0.725501 0.000000 0.002672 -7.079E-06 61 06DWX Combination 0.725395 0.000000 -0.004981 -4.247E-06 61 06DNWX Combination -0.725474 0.000000 0.003249 -4.247E-06 62 DEAD UnStatic 0.000066 0.000000 -0.001443 -7.079E-06 62 wind UnStatic 0.725434 0.000000 0.004115 -1.163E-17 62 WINDY UnStatic 0.001503 0.000000 -0.034401 -0.001097 Bryntesen Engineers 38 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 16: Joint Displacements,Part 1 of 2 Joint OutputCase CaseType StepType StepNum U1 U2 U3 R1 in in in Radians 62 DLWX Combination 0.725501 0.000000 0.002672 -7.079E-06 62 DLNWX Combination -0.725368 0.000000 -0.005558 -7.079E-06 62 06DWX Combination 0.725474 0.000000 0.003249 -4.247E-06 62 06DNWX Combination -0.725395 0.000000 -0.004981 -4.247E-06 Table 17: Joint Reactions, Part 1 of 2 Table 17: Joint Reactions,Part 1 of 2 Joint OutputCase CaseType StepType StepNum F1 F2 F3 M1 Kip Kip Kip Kip-in 1 DEAD UnStatic 1.271 E-03 2.624E-05 0.816 0.000 1 wind UnStatic -0.366 4.056E-15 -4.663 0.000 1 WINDY UnStatic 0.027 -0.052 -3.387 0.000 1 DLWX Combination -0.365 2.624E-05 -3.847 0.000 1 DLNWX Combination 0.367 2.624E-05 5.480 0.000 1 06DWX Combination -0.365 1.575E-05 -4.173 0.000 1 06DNWX Combination 0.367 1.575E-05 5.153 0.000 5 DEAD UnStatic 5.509E-04 1.944E-04 1.336 0.000 5 wind UnStatic -0.454 -2.167E-15 4.511 0.000 5 WINDY UnStatic 0.040 -0.024 -5.624 0.000 5 DLWX Combination -0.454 1.944E-04 5.846 0.000 5 DLNWX Combination 0.455 1.944E-04 -3.175 0.000 5 06DWX Combination -0.454 1.166E-04 5.312 0.000 5 06DNWX Combination 0.454 1.166E-04 -3.709 0.000 9 DEAD UnStatic -5.509E-04 1.944E-04 1.336 0.000 9 wind UnStatic -0.454 2.301 E-15 -4.511 0.000 9 WINDY UnStatic -0.040 -0.024 -5.624 0.000 9 DLWX Combination -0.455 1.944E-04 -3.175 0.000 9 DLNWX Combination 0.454 1.944E-04 5.846 0.000 9 06DWX Combination -0.454 1.166E-04 -3.709 0.000 9 06DNWX Combination 0.454 1.166E-04 5.312 0.000 13 DEAD UnStatic -1.271E-03 2.624E-05 0.816 0.000 13 wind UnStatic -0.366 -3.698E-15 4.663 0.000 13 WINDY UnStatic -0.027 -0.052 -3.387 0.000 13 DLWX Combination -0.367 2.624E-05 5.480 0.000 13 DLNWX Combination 0.365 2.624E-05 -3.847 0.000 13 06DWX Combination -0.367 1.575E-05 5.153 0.000 13 06DNWX Combination 0.365 1.575E-05 -4.173 0.000 33 DEAD UnStatic 1.781E-03 -2.509E-04 0.760 0.000 33 wind UnStatic -0.366 4.095E-15 -4.663 0.000 33 WINDY UnStatic -0.027 -0.052 3.387 0.000 33 DLWX Combination -0.364 -2.509E-04 -3.903 0.000 33 DLNWX Combination 0.368 -2.509E-04 5.424 0.000 33 06DWX Combination -0.365 -1.505E-04 -4.207 0.000 33 06DNWX Combination 0.367 -1.505E-04 5.119 0.000 37 DEAD UnStatic 5.726E-04 -1.959E-04 1.353 0.000 37 wind UnStatic -0.454 -2.146E-15 4.511 0.000 37 WINDY LinStatic -0.040 -0.026 5.624 0.000 37 DLWX Combination -0.454 -1.959E-04 5.864 0.000 37 DLNWX Combination 0.455 -1.959E-04 -3.157 0.000 37 06DWX Combination -0.454 -1.176E-04 5.323 0.000 37 06DNWX Combination 0.455 -1.176E-04 -3.699 0.000 41 DEAD UnStatic -5.726E-04 -1.959E-04 1.353 0.000 Bryntesen Engineers 39 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 17: Joint Reactions,Part 1 of 2 Joint OutputCase CaseType StepType StepNum F1 F2 F3 M1 Kip Kip Kip, Kip-in` 41 wind LinStatic -0.454 2.251 E-15 -4.511 0.000 41 WINDY LinStatic 0.040 -0.026 5.624 0.000 41 DLWX Combination -0.455 -1.959E-04 -3.157 0.000 41 DLNWX Combination 0.454 -1.959E-04 5.864 0.000 41 06DWX Combination -0.455 -1.176E-04 -3.699 0.000 41 06DNWX Combination 0.454 -1.176E-04 5.323 0.000 45 DEAD LinStatic -1.781E-03 -2.509E-04 0.760 0.000 45 wind LinStatic -0.366 -3.705E-15 4.663 0.000 45 WINDY LinStatic 0.027 -0.052 3.387 0.000 45 DLWX Combination -0.368 -2.509E-04 5.424 0.000 45 DLNWX Combination 0.364 -2.509E-04 -3.903 0.000 45 06DWX Combination -0.367 -1.505E-04 5.119 0.000 45 06DNWX Combination 0.365 -1.505E-04 -4.207 0.000 61 DEAD LinStatic 0.000 2.262E-04 0.000 0.000 61 wind LinStatic 0.000 7.539E-14 0.000 0.000 61 WINDY LinStatic 0.000 -14.533 0.000 0.000 61 DLWX Combination 0.000 2.262E-04 0.000 0.000 61 DLNWX Combination 0.000 2.262E-04 0.000 0.000 61 06DWX Combination 0.000 1.357E-04 0.000 0.000 61 06DNWX Combination 0.000 1.357E-04 0.000 0.000 62 DEAD LinStatic 0.000 2.262E-04 0.000 0.000 62 wind LinStatic 0.000 -7.025E-14 0.000 0.000 62 WINDY LinStatic 0.000 -14.533 0.000 0.000 62 DLWX Combination 0.000 2.262E-04 0.000 0.000 62 DLNWX Combination 0.000 2.262E-04 0.000 0.000 62 06DWX Combination 0.000 1.357E-04 0.000 0.000 62 06DNWX Combination 0.000 1.357E-04 0.000 0.000 9. Frame results This section provides frame force results. Table 18: Element Forces - Frames, Part 1 of 2 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip; 1 0.000 DEAD -0.816 -1.271E-03 -2.624E-05 1 78.000 DEAD -0.680 -1.271 E-03 -2.624E-05 1 156.000 DEAD -0.543 -1.271 E-03 -2.624E-05 1 0.000 wind 4.663 0.366 -4.056E-15 1 78.000 wind 4.663 0.366 -4.056E-15 1 156.000 wind 4.663 0.366 -4.056E-15 1 0.000 WINDY 3.387 -0.027 0.052 1 78.000 WINDY 3.387 -0.027 0.052 1 156.000 WINDY 3.387 -0.027 0.052 2 0.000 DEAD -0.466 4.561E-03 1.350E-06 2 57.000 DEAD -0.366 4.561 E-03 1.350E-06 2 114.000 DEAD -0.267 4.561 E-03 1.350E-06 2 0.000 wind 1.492 0.416 8.120E-15 2 57.000 wind 1.492 0.416 8.120E-15 2 114.000 wind 1.492 0.416 8.120E-15 Bryntesen Engineers 40 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 2 0.000 WINDY 3.945 0.119 -0.403 2 57.000 WINDY 3.945 0.119 -0.403 2 114.000 WINDY 3.945 0.119 -0.403 3 0.000 DEAD -0.214 3.231 E-03 -7.454E-05 3 46.500 DEAD -0.133 3.231 E-03 -7.454E-05 3 93.000 DEAD -0.051 3.231 E-03 -7.454E-05 3 0.000 wind 0.319 0.057 -1.329E-14 3 46.500 wind 0.319 0.057 -1.329E-14 3 93.000 wind 0.319 0.057 -1.329E-14 3 0.000 WINDY 2.544 0.056 0.853 3 46.500 WINDY 2.544 0.056 0.853 3 93.000 WINDY 2.544 0.056 0.853 4 0.000 DEAD -1.336 -5.509E-04 -1.944E-04 4 78.000 DEAD -1.137 -5.509E-04 -1.944E-04 4 156.000 DEAD -0.939 -5.509E-04 -1.944E-04 4 0.000 wind -4.511 0.454 2.167E-15 4 78.000 wind -4.511 0.454 2.167E-15 4 156.000 wind -4.511 0.454 2.167E-15 4 0.000 WINDY 5.624 -0.040 0.024 4 78.000 WINDY 5.624 -0.040 0.024 4 156.000 WINDY 5.624 -0.040 0.024 5 0.000 DEAD -0.896 -4.856E-03 -8.457E-04 5 57.000 DEAD -0.751 -4.856E-03 -8.457E-04 5 114.000 DEAD -0.606 -4.856E-03 -8.457E-04 5 0.000 wind -1.339 0.404 -7.206E-15 5 57.000 wind -1.339 0.404 -7.206E-15 5 114.000 wind -1.339 0.404 -7.206E-15 5 0.000 WINDY 7.041 0.163 -0.673 5 57.000 WINDY 7.041 0.163 -0.673 5 114.000 WINDY 7.041 0.163 -0.673 6 0.000 DEAD -0.425 -0.061 -1.662E-03 6 46.500 DEAD -0.307 -0.061 -1.662E-03 6 93.000 DEAD -0.189 -0.061 -1.662E-03 6 0.000 wind -0.265 0.143 -3.973E-15 6 46.500 wind -0.265 0.143 -3.973E-15 6 93.000 wind -0.265 0.143 -3.973E-15 6 0.000 WINDY 4.600 0.038 1.982 6 46.500 WINDY 4.600 0.038 1.982 6 93.000 WINDY 4.600 0.038 1.982 7 0.000 DEAD -1.336 5.509E-04 -1.944E-04 7 78.000 DEAD -1.137 5.509E-04 -1.944E-04 7 156.000 DEAD -0.939 5.509E-04 -1.944E-04 7 0.000 wind 4.511 0.454 -2.301 E-15 7 78.000 wind 4.511 0.454 -2.301 E-15 7 156.000 wind 4.511 0.454 -2.301E-15 7 0.000 WINDY 5.624 0.040 0.024 7 78.000 WINDY 5.624 0.040 0.024 7 156.000 WINDY 5.624 0.040 0.024 8 0.000 DEAD -0.896 4.856E-03 -8.457E-04 8 57.000 DEAD -0.751 4.856E-03 -8.457E-04 8 114.000 DEAD -0.606 4.856E-03 -8.457E-04 8 0.000 wind 1.339 0.404 7.875E-15 8 57.000 wind 1.339 0.404 7.875E-15 8 114.000 wind 1.339 0.404 7.875E-15 Bryntesen Engineers 41 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 li Frame Station Outputcase` StepType P V2 V3 in Kip Kip Kip 8 0.000 WINDY 7.041 -0.163 -0.673 8 57.000 WINDY 7.041 -0.163 -0.673 8 114.000 WINDY 7.041 -0.163 -0.673 9 0.000 DEAD -0.425 0.061 -1.662E-03 9 46.500 DEAD -0.307 0.061 -1.662E-03 9 93.000 DEAD -0.189 0.061 -1.662E-03 9 0.000 wind 0.265 0.143 4.682E-15 9 46.500 wind 0.265 0.143 4.682E-15 9 93.000 wind 0.265 0.143 4.682E-15 9 0.000 WINDY 4.600 -0.038 1.982 9 46.500 WINDY 4.600 -0.038 1.982 9 93.000 WINDY 4.600 -0.038 1.982 10 0.000 DEAD -0.816 1.271 E-03 -2.624E-05 10 78.000 DEAD -0.680 1.271E-03 -2.624E-05 10 156.000 DEAD -0.543 1.271 E-03 -2.624E-05 10 0.000 wind -4.663 0.366 3.698E-15 10 78.000 wind -4.663 0.366 3.698E-15 10 156.000 wind -4.663 0.366 3.698E-15 10 0.000 WINDY 3.387 0.027 0.052 10 78.000 WINDY 3.387 0.027 0.052 10 156.000 WINDY 3.387 0.027 0.052 11 0.000 DEAD -0.466 -4.561 E-03 1.350E-06 11 57.000 DEAD -0.366 -4.561 E-03 1.350E-06 11 114.000 DEAD -0.267 -4.561 E-03 1.350E-06 11 0.000 wind -1.492 0.416 -5.241E-15 11 57.000 wind -1.492 0.416 -5.241E-15 11 114.000 wind -1.492 0.416 -5.241E-15 11 0.000 WINDY 3.945 -0.119 -0.403 11 57.000 WINDY 3.945 -0.119 -0.403 11 114.000 WINDY 3.945 -0.119 -0.403 12 0.000 DEAD -0.214 -3.231 E-03 -7.454E-05 12 46.500 DEAD -0.133 -3.231 E-03 -7.454E-05 12 93.000 DEAD -0.051 -3.231 E-03 -7.454E-05 12 0.000 wind -0.319 0.057 1.275E-14 12 46.500 wind -0.319 0.057 1.275E-14 12 93.000 wind -0.319 0.057 1.275E-14 12 0.000 WINDY 2.544 -0.056 0.853 12 46.500 WINDY 2.544 -0.056 0.853 12 93.000 WINDY 2.544 -0.056 0.853 13 0.000 DEAD -5.048E-03 -0.033 6.027E-04 13 24.000 DEAD -5.048E-03 -5.484E-03 6.027E-04 13 48.000 DEAD -5.048E-03 0.022 6.027E-04 13 0.000 wind -0.050 3.172 1.098E-14 13 24.000 wind -0.050 3.172 1.098E-14 13 48.000 wind -0.050 3.172 1.098E-14 13 0.000 WINDY 0.176 0.111 -0.518 13 24.000 WINDY 0.176 0.111 0.234 13 48.000 WINDY 0.176 0.111 0.986 14 0.000 DEAD 1.784E-03 -0.010 3.748E-04 14 24.000 DEAD 1.784E-03 0.017 3.748E-04 14 48.000 DEAD 1.784E-03 0.044 3.748E-04 14 0.000 wind -0.261 1.173 -2.392E-14 14 24.000 wind -0.261 1.173 -2.392E-14 14 48.000 wind -0.261 1.173 -2.392E-14 Bryntesen Engineers 42 tower frame05 PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station Outputcase: StepType P V2 V3 in Kip ,Kip Kip' 14 0.000 WINDY 2.375 0.262 1.207 14 24.000 WINDY 2.375 0.262 1.793 14 48.000 WINDY 2.375 0.262 2.379 15 0.000 DEAD 1.839E-03 -7.283E-03 -1.090E-03 15 24.000 DEAD 1.839E-03 0.020 -1.090E-03 15 48.000 DEAD 1.839E-03 0.047 -1.090E-03 15 0.000 wind -0.143 0.319 1.549E-14 15 24.000 wind -0.143 0.319 1.549E-14 15 48.000 wind -0.143 0.319 1.549E-14 15 0.000 WINDY -0.271 0.122 -0.878 15 24.000 WINDY -0.271 0.122 -0.610 15 48.000 WINDY -0.271 0.122 -0.342 17 0.000 DEAD 0.058 -0.120 1.821E-18 17 23.556 DEAD 0.058 -0.093 1.821 E-18 17 47.112 DEAD 0.058 -0.066 1.821E-18 17 70.668 DEAD 0.058 -0.040 1.821E-18 17 94.224 DEAD 0.058 -0.013 1.821 E-18 17 117.780 DEAD 0.058 0.013 1.821E-18 17 141.336 DEAD 0.058 0.040 1.821E-18 17 164.892 DEAD 0.058 0.066 1.821 E-18 17 188.448 DEAD 0.058 0.093 1.82111-18 17 212.004 DEAD 0.058 0.120 1.821 E-18 17 0.000 wind 0.000 0.099 1.677E-14 17 23.556 wind 0.000 0.099 1.677E-14 17 47.112 wind 0.000 0.099 1.677E-14 17 70.668 wind 0.000 0.099 1.677E-14 17 94.224 wind 0.000 0.099 1.677E-14 17 117.780 wind 0.000 0.099 1.677E-14 17 141.336 wind 0.000 0.099 1.677E-14 17 164.892 wind 0.000 0.099 1.677E-14 17 188.448 wind 0.000 0.099 1.677E-14 17 212.004 wind 0.000 0.099 1.677E-14 17 0.000 WINDY 2.310 -3.305E-16 -1.184 17 23.556 WINDY 2.310 -3.305E-16 -0.921 17 47.112 WINDY 2.310 -3.305E-16 -0.658 17 70.668 WINDY 2.310 -3.305E-16 -0.395 17 94.224 WINDY 2.310 -3.305E-16 -0.132 17 117.780 WINDY 2.310 -3.305E-16 0.132 17 141.336 WINDY 2.310 -3.305E-16 0.395 17 164.892 WINDY 2.310 -3.305E-16 0.658 17 188.448 WINDY 2.310 -3.305E-16 0.921 17 212.004 WINDY 2.310 -3.305E-16 1.184 18 0.000 DEAD -0.060 -0.120 7.098E-19 18 23.556 DEAD -0.060 -0.093 7.098E-19 18 47.112 DEAD -0.060 -0.066 7.098E-19 18 70.668 DEAD -0.060 -0.040 7.098E-19 18 94.224 DEAD -0.060 -0.013 7.098E-19 18 117.780 DEAD -0.060 0.013 7.098E-19 18 141.336 DEAD -0.060 0.040 7.098E-19 18 164.892 DEAD -0.060 0.066 7.098E-19 18 188.448 DEAD -0.060 0.093 7.098E-19 18 212.004 DEAD -0.060 0.120 7.098E-19 18 0.000 wind 1.137E-13 0.054 1.917E-14 18 23.556 wind 1.137E-13 0.054 1.917E-14 Bryntesen Engineers 43 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station Outputcase StepType ' P V2 V3 in Kip Kip Kip 18 47.112 wind 1.137E-13 0.054 1.917E-14 18 70.668 wind 1.137E-13 0.054 1.917E-14 18 94.224 wind 1.137E-13 0.054 1.917E-14 18 117.780 wind 1.137E-13 0.054 1.917E-14 18 141.336 wind 1.137E-13 0.054 1.917E-14 18 164.892 wind 1.137E-13 0.054 1.917E-14 18 188.448 wind 1.137E-13 0.054 1.917E-14 18 212.004 wind 1.137E-13 0.054 1.917E-14 18 0.000 WINDY -3.032 -3.218E-16 -1.184 18 23.556 WINDY -3.032 -3.218E-16 -0.921 18 47.112 WINDY -3.032 -3.218E-16 -0.658 18 70.668 WINDY -3.032 -3.218E-16 -0.395 18 94.224 WINDY -3.032 -3.218E-16 -0.132 18 117.780 WINDY -3.032 -3.218E-16 0.132 18 141.336 WINDY -3.032 -3.218E-16 0.395 18 164.892 WINDY -3.032 -3.218E-16 0.658 18 188.448 WINDY -3.032 -3.218E-16 0.921 18 212.004 WINDY -3.032 -3.218E-16 1.184 19 0.000 DEAD -5.048E-03 -0.022 -6.027E-04 19 24.000 DEAD -5.048E-03 5.484E-03 -6.027E-04 19 48.000 DEAD -5.048E-03 0.033 -6.027E-04 19 0.000 wind 0.050 3.172 1.015E-14 19 24.000 wind 0.050 3.172 1.015E-14 19 48.000 wind 0.050 3.172 1.015E-14 19 0.000 WINDY 0.176 -0.111 -0.986 19 24.000 WINDY 0.176 -0.111 -0.234 19 48.000 WINDY 0.176 -0.111 0.518 20 0.000 DEAD 1.784E-03 -0.044 -3.748E-04 20 24.000 DEAD 1.784E-03 -0.017 -3.748E-04 20 48.000 DEAD 1.784E-03 0.010 -3.748E-04 20 0.000 wind 0.261 1.173 -1.473E-14 20 24.000 wind 0.261 1.173 -1.473E-14 20 48.000 wind 0.261 1.173 -1.473E-14 20 0.000 WINDY 2.375 -0.262 -2.379 20 24.000 WINDY 2.375 -0.262 -1.793 20 48.000 WINDY 2.375 -0.262 -1.207 21 0.000 DEAD 1.839E-03 -0.047 1.090E-03 21 24.000 DEAD 1.839E-03 -0.020 1.090E-03 21 48.000 DEAD 1.839E-03 7.283E-03 1.090E-03 21 0.000 wind 0.143 0.319 1.716E-14 21 24.000 wind 0.143 0.319 1.716E-14 21 48.000 wind 0.143 0.319 1.716E-14 21 0.000 WINDY -0.271 -0.122 0.342 21 24.000 WINDY -0.271 -0.122 0.610 21 48.000 WINDY -0.271 -0.122 0.878 41 0.000 DEAD -0.760 -1.781 E-03 2.509E-04 41 78.000 DEAD -0.624 -1.781 E-03 2.509E-04 41 156.000 DEAD -0.487 -1.781 E-03 2.509E-04 41 0.000 wind 4.663 0.366 -4.095E-15 41 78.000 wind 4.663 0.366 -4.095E-15 41 156.000 wind 4.663 0.366 -4.095E-15 41 0.000 WINDY -3.387 0.027 0.052 41 78.000 WINDY -3.387 0.027 0.052 41 156.000 WINDY -3.387 0.027 0.052 Bryntesen Engineers 44 t tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 42 0.000 DEAD -0.432 1.434E-03 1.433E-03 42 57.000 DEAD -0.332 1.434E-03 1.433E-03 42 114.000 DEAD -0.233 1.434E-03 1.433E-03 42 0.000 wind 1.492 0.416 8.098E-15 42 57.000 wind 1.492 0.416 8.098E-15 42 114.000 wind 1.492 0.416 8.098E-15 42 0.000 WINDY -3.945 -0.119 -0.402 42 57.000 WINDY -3.945 -0.119 -0.402 42 114.000 WINDY -3.945 -0.119 -0.402 43 0.000 DEAD -0.194 -2.001 E-03 2.259E-03 43 46.500 DEAD -0.113 -2.001 E-03 2.259E-03 43 93.000 DEAD -0.032 -2.001 E-03 2.259E-03 43 0.000 wind 0.319 0.057 -1.315E-14 43 46.500 wind 0.319 0.057 -1.315E-14 43 93.000 wind 0.319 0.057 -1.315E-14 43 0.000 WINDY -2.544 -0.056 0.853 43 46.500 WINDY -2.544 -0.056 0.853 43 93.000 WINDY -2.544 -0.056 0.853 44 0.000 DEAD -1.353 -5.726E-04 1.959E-04 44 78.000 DEAD -1.155 -5.726E-04 1.959E-04 44 156.000 DEAD -0.957 -5.726E-04 1.959E-04 44 0.000 wind -4.511 0.454 2.146E-15 44 78.000 wind -4.511 0.454 2.146E-15 44 156.000 wind -4.511 0.454 2.146E-15 44 0.000 WINDY -5.624 0.040 0.026 44 78.000 WINDY -5.624 0.040 0.026 44 156.000 WINDY -5.624 0.040 0.026 45 0.000 DEAD -0.917 -5.314E-03 -3.622E-04 45 57.000 DEAD -0.772 -5.314E-03 -3.622E-04 45 114.000 DEAD -0.627 -5.314E-03 -3.622E-04 45 0.000 wind -1.339 0.404 -7.053E-15 45 57.000 wind -1.339 0.404 -7.053E-15 45 114.000 wind -1.339 0.404 -7.053E-15 45 0.000 WINDY -7.041 -0.163 -0.689 45 57.000 WINDY -7.041 -0.163 -0.689 45 114.000 WINDY -7.041 -0.163 -0.689 46 0.000 DEAD -0.418 -0.062 -5.215E-04 46 46.500 DEAD -0.300 -0.062 -5.215E-04 46 93.000 DEAD -0.182 -0.062 -5.215E-04 46 0.000 wind -0.265 0.143 -3.997E-15 46 46.500 wind -0.265 0.143 -3.997E-15 46 93.000 wind -0.265 0.143 -3.997E-15 46 0.000 WINDY -4.600 -0.038 2.005 46 46.500 WINDY -4.600 -0.038 2.005 46 93.000 WINDY -4.600 -0.038 2.005 47 0.000 DEAD -1.353 5.726E-04 1.959E-04 47 78.000 DEAD -1.155 5.726E-04 1.959E-04 47 156.000 DEAD -0.957 5.726E-04 1.959E-04 47 0.000 wind 4.511 0.454 -2.251 E-15 47 78.000 wind 4.511 0.454 -2.251E-15 47 156.000 wind 4.511 0.454 -2.251 E-15 47 0.000 WINDY -5.624 -0.040 0.026 47 78.000 WINDY -5.624 -0.040 0.026 47 156.000 WINDY -5.624 -0.040 0.026 Bryntesen Engineers 45 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 48 0.000 DEAD -0.917 5.314E-03 -3.622E-04 48 57.000 DEAD -0.772 5.314E-03 -3.622E-04 48 114.000 DEAD -0.627 5.314E-03 -3.622E-04 48 0.000 wind 1.339 0.404 7.204E-15 48 57.000 wind 1.339 0.404 7.204E-15 48 114.000 wind 1.339 0.404 7.204E-15 48 0.000 WINDY -7.041 0.163 -0.689 48 57.000 WINDY -7.041 0.163 -0.689 48 114.000 WINDY -7.041 0.163 -0.689 49 0.000 DEAD -0.418 0.062 -5.215E-04 49 46.500 DEAD -0.300 0.062 -5.215E-04 49 93.000 DEAD -0.182 0.062 -5.215E-04 49 0.000 wind 0.265 0.143 3.578E-15 49 46.500 wind 0.265 0.143 3.578E-15 49 93.000 wind 0.265 0.143 3.578E-15 49 0.000 WINDY -4.600 0.038 2.005 49 46.500 WINDY -4.600 0.038 2.005 49 93.000 WINDY -4.600 0.038 2.005 50 0.000 DEAD -0.760 1.781 E-03 2.509E-04 50 78.000 DEAD -0.624 1.781 E-03 2.509E-04 50 156.000 DEAD -0.487 1.781 E-03 2.509E-04 50 0.000 wind -4.663 0.366 3.705E-15 50 78.000 wind -4.663 0.366 3.705E-15 50 156.000 wind -4.663 0.366 3.705E-15 50 0.000 WINDY -3.387 -0.027 0.052 50 78.000 WINDY -3.387 -0.027 0.052 50 156.000 WINDY -3.387 -0.027 0.052 51 0.000 DEAD -0.432 -1.434E-03 1.433E-03 51 57.000 DEAD -0.332 -1.434E-03 1.433E-03 51 114.000 DEAD -0.233 -1.434E-03 1.433E-03 51 0.000 wind -1.492 0.416 -5.217E-15 51 57.000 wind -1.492 0.416 -5.217E-15 51 114.000 wind -1.492 0.416 -5.217E-15 51 0.000 WINDY -3.945 0.119 -0.402 51 57.000 WINDY -3.945 0.119 -0.402 51 114.000 WINDY -3.945 0.119 -0.402 52 0.000 DEAD -0.194 2.001 E-03 2.259E-03 52 46.500 DEAD -0.113 2.001 E-03 2.259E-03 52 93.000 DEAD -0.032 2.001E-03 2.259E-03 52 0.000 wind -0.319 0.057 1.264E-14 52 46.500 wind -0.319 0.057 1.264E-14 52 93.000 wind -0.319 0.057 1.264E-14 52 0.000 WINDY -2.544 0.056 0.853 52 46.500 WINDY -2.544 0.056 0.853 52 93.000 WINDY -2.544 0.056 0.853 53 0.000 DEAD -3.998E-03 -0.032 6.067E-04 53 24.000 DEAD -3.998E-03 -5.266E-03 6.067E-04 53 48.000 DEAD -3.998E-03 0.022 6.067E-04 53 0.000 wind -0.050 3.172 1.318E-14 53 24.000 wind -0.050 3.172 1.318E-14 53 48.000 wind -0.050 3.172 1.318E-14 53 0.000 WINDY -0.176 -0.111 0.425 53 24.000 WINDY -0.176 -0.111 0.425 53 48.000 WINDY -0.176 -0.111 0.425 Bryntesen Engineers 46 tower frame05 PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station 'Outputcase StepType P V2 V3 in Kip Kip Kip; 54 0.000 DEAD 2.980E-03 -0.013 3.751 E-04 54 24.000 DEAD 2.980E-03 0.014 3.751 E-04 54 48.000 DEAD 2.980E-03 0.041 3.751 E-04 54 0.000 wind -0.261 1.173 -2.621E-14 54 24.000 wind -0.261 1.173 -2.621E-14 54 48.000 wind -0.261 1.173 -2.621E-14 54 0.000 WINDY -2.375 -0.262 1.939 54 24.000 WINDY -2.375 -0.262 2.513 54 48.000 WINDY -2.375 -0.262 3.087 55 0.000 DEAD -6.090E-04 -8.098E-03 -1.094E-03 55 24.000 DEAD -6.090E-04 0.019 -1.094E-03 55 48.000 DEAD -6.090E-04 0.046 -1.094E-03 55 0.000 wind -0.143 0.319 7.753E-15 55 24.000 wind -0.143 0.319 7.753E-15 55 48.000 wind -0.143 0.319 7.753E-15 55 0.000 WINDY 0.271 -0.122 -0.538 55 24.000 WINDY 0.271 -0.122 0.036 55 48.000 WINDY 0.271 -0.122 0.610 56 0.000 DEAD 0.059 -0.120 1.685E-18 56 23.556 DEAD 0.059 -0.093 1.685E-18 56 47.112 DEAD 0.059 -0.066 1.685E-18 56 70.668 DEAD 0.059 -0.040 1.685E-18 56 94.224 DEAD 0.059 -0.013 1.685E-18 56 117.780 DEAD 0.059 0.013 1.685E-18 56 141.336 DEAD 0.059 0.040 1.685E-18 56 164.892 DEAD 0.059 0.066 1.685E-18 56 188.448 DEAD 0.059 0.093 1.685E-18 56 212.004 DEAD 0.059 0.120 1.685E-18 56 0.000 wind 5.684E-14 0.099 1.656E-14 56 23.556 wind 5.684E-14 0.099 1.656E-14 56 47.112 wind 5.684E-14 0.099 1.656E-14 56 70.668 wind 5.684E-14 0.099 1.656E-14 56 94.224 wind 5.684E-14 0.099 1.656E-14 56 117.780 wind 5.684E-14 0.099 1.656E-14 56 141.336 wind 5.684E-14 0.099 1.656E-14 56 164.892 wind 5.684E-14 0.099 1.656E-14 56 188.448 wind 5.684E-14 0.099 1.656E-14 56 212.004 wind 5.684E-14 0.099 1.656E-14 56 0.000 WINDY -2.310 1.405E-16 -2.535 56 23.556 WINDY -2.310 1.405E-16 -1.972 56 47.112 WINDY -2.310 1.405E-16 -1.408 56 70.668 WINDY -2.310 1.405E-16 -0.845 56 94.224 WINDY -2.310 1.405E-16 -0.282 56 117.780 WINDY -2.310 1.405E-16 0.282 56 141.336 WINDY -2.310 1.405E-16 0.845 56 164.892 WINDY -2.310 1.405E-16 1.408 56 188.448 WINDY -2.310 1.405E-16 1.972 56 212.004 WINDY -2.310 1.405E-16 2.535 57 0.000 DEAD -0.061 -0.120 5.692E-19 57 23.556 DEAD -0.061 -0.093 5.692E-19 57 47.112 DEAD -0.061 -0.066 5.692E-19 57 70.668 DEAD -0.061 -0.040 5.692E-19 57 94.224 DEAD -0.061 -0.013 5.692E-19 57 117.780 DEAD -0.061 0.013 5.692E-19 Bryntesen Engineers 47 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame '` Station OutputCase StepType P V2 V3 in Kip Kip Kip 57 141.336 DEAD -0.061 0.040 5.692E-19 57 164.892 DEAD -0.061 0.066 5.692E-19 57 188.448 DEAD -0.061 0.093 5.692E-19 57 212.004 DEAD -0.061 0.120 5.692E-19 57 0.000 wind 5.684E-14 0.054 1.910E-14 57 23.556 wind 5.684E-14 0.054 1.910E-14 57 47.112 wind 5.684E-14 0.054 1.910E-14 57 70.668 wind 5.684E-14 0.054 1.910E-14 57 94.224 wind 5.684E-14 0.054 1.910E-14 57 117.780 wind 5.684E-14 0.054 1.910E-14 57 141.336 wind 5.684E-14 0.054 1.910E-14 57 164.892 wind 5.684E-14 0.054 1.910E-14 57 188.448 wind 5.684E-14 0.054 1.910E-14 57 212.004 wind 5.684E-14 0.054 1.910E-14 57 0.000 WINDY 3.032 1.613E-16 -2.535 57 23.556 WINDY 3.032 1.613E-16 -1.972 57 47.112 WINDY 3.032 1.613E-16 -1.408 57 70.668 WINDY 3.032 1.613E-16 -0.845 57 94.224 WINDY 3.032 1.613E-16 -0.282 57 117.780 WINDY 3.032 1.613E-16 0.282 57 141.336 WINDY 3.032 1.613E-16 0.845 57 164.892 WINDY 3.032 1.613E-16 1.408 57 188.448 WINDY 3.032 1.613E-16 1.972 57 212.004 WINDY 3.032 1.613E-16 2.535 58 0.000 DEAD -3.998E-03 -0.022 -6.067E-04 58 24.000 DEAD -3.998E-03 5.266E-03 -6.067E-04 58 48.000 DEAD -3.998E-03 0.032 -6.067E-04 58 0.000 wind 0.050 3.172 6.985E-15 58 24.000 wind 0.050 3.172 6.985E-15 58 48.000 wind 0.050 3.172 6.985E-15 58 0.000 WINDY -0.176 0.111 -0.425 58 24.000 WINDY -0.176 0.111 -0.425 58 48.000 WINDY -0.176 0.111 -0.425 59 0.000 DEAD 2.980E-03 -0.041 -3.751E-04 59 24.000 DEAD 2.980E-03 -0.014 -3.751 E-04 59 48.000 DEAD 2.980E-03 0.013 -3.751 E-04 59 0.000 wind 0.261 1.173 -2.323E-14 59 24.000 wind 0.261 1.173 -2.323E-14 59 48.000 wind 0.261 1.173 -2.323E-14 59 0.000 WINDY -2.375 0.262 -3.087 59 24.000 WINDY -2.375 0.262 -2.513 59 48.000 WINDY -2.375 0.262 -1.939 60 0.000 DEAD -6.090E-04 -0.046 1.094E-03 60 24.000 DEAD -6.090E-04 -0.019 1.094E-03 60 48.000 DEAD -6.090E-04 8.098E-03 1.094E-03 60 0.000 wind 0.143 0.319 1.455E-14 60 24.000 wind 0.143 0.319 1.455E-14 60 48.000 wind 0.143 0.319 1.455E-14 60 0.000 WINDY 0.271 0.122 -0.610 60 24.000 WINDY 0.271 0.122 -0.036 60 48.000 WINDY 0.271 0.122 0.538 61 0.000 DEAD 4.507E-04 -0.013 -4.544E-04 61 17.000 DEAD 4.507E-04 6.186E-03 -4.544E-04 61 34.000 DEAD 4.507E-04 0.025 -4.544E-04 Bryntesen Engineers 48 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 `Frame Station Outputcase StepType P V2 V3 in Kip Kip Kip 61 0.000 wind 6.360E-16 -1.399E-14 8.527E-14 61 17.000 wind 6.360E-16 -1.399E-14 8.527E-14 61 34.000 wind 6.360E-16 -1.399E-14 8.527E-14 61 0.000 WINDY -0.684 1.139 -2.313 61 17.000 WINDY -0.684 1.139 -2.313 61 34.000 WINDY -0.684 1.139 -2.313 62 0.000 DEAD -1.164E-03 -0.015 1.392E-03 62 17.000 DEAD -1.164E-03 4.341 E-03 1.392E-03 62 34.000 DEAD -1.164E-03 0.024 1.392E-03 62 0.000 wind 5.402E-15 -3.164E-14 -7.105E-14 62 17.000 wind 5.402E-15 -3.164E-14 -7.105E-14 62 34.000 wind 5.402E-15 -3.164E-14 -7.105E-14 62 0.000 WINDY -0.315 2.422 0.327 62 17.000 WINDY -0.315 2.422 0.327 62 34.000 WINDY -0.315 2.422 0.327 63 0.000 DEAD 5.752E-04 -0.015 -7.839E-04 63 17.000 DEAD 5.752E-04 3.771E-03 -7.839E-04 63 34.000 DEAD 5.752E-04 0.023 -7.839E-04 63 0.000 wind -2.455E-15 -1.044E-14 -2.842E-14 63 17.000 wind -2.455E-15 -1.044E-14 -2.842E-14 63 34.000 wind -2.455E-15 -1.044E-14 -2.842E-14 63 0.000 WINDY -0.878 -0.670 -0.321 63 17.000 WINDY -0.878 -0.670 -0.321 63 34.000 WINDY -0.878 -0.670 -0.321 64 0.000 DEAD 4.856E-05 -0.021 -7.430E-04 64 17.000 DEAD 4.856E-05 -1.756E-03 -7.430E-04 64 34.000 DEAD 4.856E-05 0.017 -7.430E-04 64 0.000 wind 3.970E-15 -8.160E-15 -4.263E-14 64 17.000 wind 3.970E-15 -8.160E-15 -4.263E-14 64 34.000 wind 3.970E-15 -8.160E-15 -4.263E-14 64 0.000 WINDY -0.290 -1.306 -0.027 64 17.000 WINDY -0.290 -1.306 -0.027 64 34.000 WINDY -0.290 -1.306 -0.027 65 0.000 DEAD -1.164E-03 -0.015 -1.392E-03 65 17.000 DEAD -1.164E-03 4.341 E-03 -1.392E-03 65 34.000 DEAD -1.164E-03 0.024 -1.392E-03 65 0.000 wind -4.974E-15 3.186E-14 -7.105E-14 65 17.000 wind -4.974E-15 3.186E-14 -7.105E-14 65 34.000 wind -4.974E-15 3.186E-14 -7.105E-14 65 0.000 WINDY -0.315 2.422 -0.327 65 17.000 WINDY -0.315 2.422 -0.327 65 34.000 WINDY -0.315 2.422 -0.327 66 0.000 DEAD -5.728E-04 -0.022 -1.245E-03 66 17.000 DEAD -5.728E-04 -3.020E-03 -1.245E-03 66 34.000 DEAD -5.728E-04 0.016 -1.245E-03 66 0.000 wind 9.713E-16 1.199E-14 -1.279E-13 66 17.000 wind 9.713E-16 1.199E-14 -1.279E-13 66 34.000 wind 9.713E-16 1.199E-14 -1.279E-13 66 0.000 WINDY 1.140 4.722 -2.799 66 17.000 WINDY 1.140 4.722 -2.799 66 34.000 WINDY 1.140 4.722 -2.799 67 0.000 DEAD 4.507E-04 -0.013 4.544E-04 67 17.000 DEAD 4.507E-04 6.186E-03 4.544E-04 67 34.000 DEAD 4.507E-04 0.025 4.544E-04 Bryntesen Engineers 49 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station OutputCase StepType, P V2 V3 in Kip Kip Kip 67 0.000 wind -5.370E-15 1.954E-14 8.527E-14 67 17.000 wind -5.370E-15 1.954E-14 8.527E-14 67 34.000 wind -5.370E-15 1.954E-14 8.527E-14 67 0.000 WINDY -0.684 1.139 2.313 67 17.000 WINDY -0.684 1.139 2.313 67 34.000 WINDY -0.684 1.139 2.313 68 0.000 DEAD 4.419E-04 -0.017 3.942E-04 68 17.000 DEAD 4.419E-04 1.834E-03 3.942E-04 68 34.000 DEAD 4.419E-04 0.021 3.942E-04 68 0.000 wind -3.050E-14 2.709E-14 2.842E-14 68 17.000 wind -3.050E-14 2.709E-14 2.842E-14 68 34.000 wind -3.050E-14 2.709E-14 2.842E-14 68 0.000 WINDY -6.217 2.704 -0.191 68 17.000 WINDY -6.217 2.704 -0.191 68 34.000 WINDY -6.217 2.704 -0.191 69 0.000 DEAD 5.752E-04 -0.015 7.839E-04 69 17.000 DEAD 5.752E-04 3.771 E-03 7.839E-04 69 34.000 DEAD 5.752E-04 0.023 7.839E-04 69 0.000 wind -1.267E-15 1.632E-14 -2.842E-14 69 17.000 wind -1.267E-15 1.632E-14 -2.842E-14 69 34.000 wind -1.267E-15 1.632E-14 -2.842E-14 69 0.000 WINDY -0.878 -0.670 0.321 69 17.000 WINDY -0.878 -0.670 0.321 69 34.000 WINDY -0.878 -0.670 0.321 70 0.000 DEAD 4.856E-05 -0.021 7.430E-04 70 17.000 DEAD 4.856E-05 -1.756E-03 7.430E-04 70 34.000 DEAD 4.856E-05 0.017 7.430E-04 70 0.000 wind 2.470E-15 8.882E-15 -1.421E-14 70 17.000 wind 2.470E-15 8.882E-15 -1.421E-14 70 34.000 wind 2.470E-15 8.882E-15 -1.421E-14 70 0.000 WINDY -0.290 -1.306 0.027 70 17.000 WINDY -0.290 -1.306 0.027 70 34.000 WINDY -0.290 -1.306 0.027 71 0.000 DEAD -5.728E-04 -0.022 1.245E-03 71 17.000 DEAD -5.728E-04 -3.020E-03 1.245E-03 71 34.000 DEAD -5.728E-04 0.016 1.245E-03 71 0.000 wind -1.951E-15 -1.310E-14 -1.137E-13 71 17.000 wind -1.951E-15 -1.310E-14 -1.137E-13 71 34.000 wind -1.951E-15 -1.310E-14 -1.137E-13 71 0.000 WINDY 1.140 4.722 2.799 71 17.000 WINDY 1.140 4.722 2.799 71 34.000 WINDY 1.140 4.722 2.799 72 0.000 DEAD 4.419E-04 -0.017 -3.942E-04 72 17.000 DEAD 4.419E-04 1.834E-03 -3.942E-04 72 34.000 DEAD 4.419E-04 0.021 -3.942E-04 72 0.000 wind 3.746E-14 -2.642E-14 -2.842E-14 72 17.000 wind 3.746E-14 -2.642E-14 -2.842E-14 72 34.000 wind 3.746E-14 -2.642E-14 -2.842E-14 72 0.000 WINDY -6.217 2.704 0.191 72 17.000 WINDY -6.217 2.704 0.191 72 34.000 WINDY -6.217 2.704 0.191 79 0.000 DEAD 0.000 -0.029 0.000 79 3.251 DEAD 0.000 -0.026 0.000 79 6.501 DEAD 0.000 -0.022 0.000 Bryntesen Engineers 50 i tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 79 9.752 DEAD 0.000 -0.018 0.000 79 13.002 DEAD 0.000 -0.015 0.000 79 16.253 DEAD 0.000 -0.011 0.000 79 19.503 DEAD 0.000 -7.337E-03 0.000 79 22.754 DEAD 0.000 -3.668E-03 0.000 79 26.004 DEAD 0.000 4.684E-17 0.000 79 0.000 wind 0.000 0.000 0.000 79 3.251 wind 0.000 0.000 0.000 79 6.501 wind 0.000 0.000 0.000 79 9.752 wind 0.000 0.000 0.000 79 13.002 wind 0.000 0.000 0.000 79 16.253 wind 0.000 0.000 0.000 79 19.503 wind 0.000 0.000 0.000 79 22.754 wind 0.000 0.000 0.000 79 26.004 wind 0.000 0.000 0.000 79 0.000 WINDY 0.000 0.000 -0.815 79 3.251 WINDY 0.000 0.000 -0.713 79 6.501 WINDY 0.000 0.000 -0.611 79 9.752 WINDY 0.000 0.000 -0.509 79 13.002 WINDY 0.000 0.000 -0.407 79 16.253 WINDY 0.000 0.000 -0.306 79 19.503 WINDY 0.000 0.000 -0.204 79 22.754 WINDY 0.000 0.000 -0.102 79 26.004 WINDY 0.000 0.000 -2.776E-17 80 0.000 DEAD 0.000 -0.029 4.337E-19 80 3.251 DEAD 0.000 -0.026 4.337E-19 80 6.501 DEAD 0.000 -0.022 4.337E-19 80 9.752 DEAD 0.000 -0.018 4.337E-19 80 13.002 DEAD 0.000 -0.015 4.337E-19 80 16.253 DEAD 0.000 -0.011 4.337E-19 80 19.503 DEAD 0.000 -7.337E-03 4.337E-19 80 22.754 DEAD 0.000 -3.668E-03 4.337E-19 80 26.004 DEAD 0.000 1.908E-17 4.337E-19 80 0.000 wind 0.000 0.000 0.000 80 3.251 wind 0.000 0.000 0.000 80 6.501 wind 0.000 0.000 0.000 80 9.752 wind 0.000 0.000 0.000 80 13.002 wind 0.000 0.000 0.000 80 16.253 wind 0.000 0.000 0.000 80 19.503 wind 0.000 0.000 0.000 80 22.754 wind 0.000 0.000 0.000 80 26.004 wind 0.000 0.000 0.000 80 0.000 WINDY 0.000 2.220E-16 -0.635 80 3.251 WINDY 0.000 2.220E-16 -0.556 80 6.501 WINDY 0.000 2.220E-16 -0.476 80 9.752 WINDY 0.000 2.220E-16 -0.397 80 13.002 WINDY 0.000 2.220E-16 -0.317 80 16.253 WINDY 0.000 2.220E-16 -0.238 80 19.503 WINDY 0.000 2.220E-16 -0.159 80 22.754 WINDY 0.000 2.220E-16 -0.079 80 26.004 WINDY 0.000 2.220E-16 2.304E-15 81 0.000 DEAD 0.000 -0.029 -1.735E-18 81 3.251 DEAD 0.000 -0.026 -1.735E-18 81 6.501 DEAD 0.000 -0.022 -1.735E-18 Bryntesen Engineers 51 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 ! 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station OutputCase StepType P V2 Y3 in Kip Kip Kip 81 9.752 DEAD 0.000 -0.018 -1.735E-18 81 13.002 DEAD 0.000 -0.015 -1.735E-18 81 16.253 DEAD 0.000 -0.011 -1.735E-18 81 19.503 DEAD 0.000 -7.337E-03 -1.735E-18 81 22.754 DEAD 0.000 -3.668E-03 -1.735E-18 81 26.004 DEAD 0.000 -8.674E-18 -1.735E-18 81 0.000 wind 0.000 0.000 0.000 81 3.251 wind 0.000 0.000 0.000 81 6.501 wind 0.000 0.000 0.000 81 9.752 wind 0.000 0.000 0.000 81 13.002 wind 0.000 0.000 0.000 81 16.253 wind 0.000 0.000 0.000 81 19.503 wind 0.000 0.000 0.000 81 22.754 wind 0.000 0.000 0.000 81 26.004 wind 0.000 0.000 0.000 81 0.000 WINDY 0.000 -4.441 E-16 -0.290 81 3.251 WINDY 0.000 -4.441 E-16 -0.254 81 6.501 WINDY 0.000 -4.441 E-16 -0.218 81 9.752 WINDY 0.000 -4.441E-16 -0.181 81 13.002 WINDY 0.000 -4.441E-16 -0.145 81 16.253 WINDY 0.000 -4.441E-16 -0.109 81 19.503 WINDY 0.000 -4.441E-16 -0.073 81 22.754 WINDY 0.000 -4.441 E-16 -0.036 81 26.004 WINDY 0.000 -4.441 E-16 -3.816E-15 82 0.000 DEAD 0.000 -0.029 0.000 82 3.251 DEAD 0.000 -0.026 0.000 82 6.501 DEAD 0.000 -0.022 0.000 82 9.752 DEAD 0.000 -0.018 0.000 82 13.002 DEAD 0.000 -0.015 0.000 82 16.253 DEAD 0.000 -0.011 0.000 82 19.503 DEAD 0.000 -7.337E-03 0.000 82 22.754 DEAD 0.000 -3.668E-03 0.000 82 26.004 DEAD 0.000 -2.819E-17 0.000 82 0.000 wind 0.000 -8.882E-16 0.000 82 3.251 wind 0.000 -8.882E-16 0.000 82 6.501 wind 0.000 -8.882E-16 0.000 82 9.752 wind 0.000 -8.882E-16 0.000 82 13.002 wind 0.000 -8.882E-16 0.000 82 16.253 wind 0.000 -8.882E-16 0.000 82 19.503 wind 0.000 -8.882E-16 0.000 82 22.754 wind 0.000 -8.882E-16 0.000 82 26.004 wind 0.000 -8.882E-16 0.000 82 0.000 WINDY 0.000 0.000 0.815 82 3.251 WINDY 0.000 0.000 0.713 82 6.501 WINDY 0.000 0.000 0.611 82 9.752 WINDY 0.000 0.000 0.509 82 13.002 WINDY 0.000 0.000 0.407 82 16.253 WINDY 0.000 0.000 0.306 82 19.503 WINDY 0.000 0.000 0.204 82 22.754 WINDY 0.000 0.000 0.102 82 26.004 WINDY 0.000 0.000 -2.914E-15 83 0.000 DEAD 0.000 -0.029 0.000 83 3.251 DEAD 0.000 -0.026 0.000 83 6.501 DEAD 0.000 -0.022 0.000 Bryntesen Engineers 52 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station Outputcase StepType P V2 V3 in Kip Kip Kip 83 9.752 DEAD 0.000 -0.018 0.000 83 13.002 DEAD 0.000 -0.015 0.000 83 16.253 DEAD 0.000 -0.011 0.000 83 19.503 DEAD 0.000 -7.337E-03 0.000 83 22.754 DEAD 0.000 -3.668E-03 0.000 83 26.004 DEAD 0.000 -8.370E-17 0.000 83 0.000 wind 0.000 1.332E-15 0.000 83 3.251 wind 0.000 1.332E-15 0.000 83 6.501 wind 0.000 1.332E-15 0.000 83 9.752 wind 0.000 1.332E-15 0.000 83 13.002 wind 0.000 1.332E-15 0.000 83 16.253 wind 0.000 1.332E-15 0.000 83 19.503 wind 0.000 1.332E-15 0.000 83 22.754 wind 0.000 1.332E-15 0.000 83 26.004 wind 0.000 1.332E-15 0.000 83 0.000 WINDY 0.000 0.000 0.635 83 3.251 WINDY 0.000 0.000 0.556 83 6.501 WINDY 0.000 0.000 0.476 83 9.752 WINDY 0.000 0.000 0.397 83 13.002 WINDY 0.000 0.000 0.317 83 16.253 WINDY 0.000 0.000 0.238 83 19.503 WINDY 0.000 0.000 0.159 83 22.754 WINDY 0.000 0.000 0.079 83 26.004 WINDY 0.000 0.000 -1.887E-15 84 0.000 DEAD 0.000 -0.029 0.000 84 3.251 DEAD 0.000 -0.026 0.000 84 6.501 DEAD 0.000 -0.022 0.000 84 9.752 DEAD 0.000 -0.018 0.000 84 13.002 DEAD 0.000 -0.015 0.000 84 16.253 DEAD 0.000 -0.011 0.000 84 19.503 DEAD 0.000 -7.337E-03 0.000 84 22.754 DEAD 0.000 -3.668E-03 0.000 84 26.004 DEAD 0.000 -2.819E-17 0.000 84 0.000 wind 0.000 0.000 0.000 84 3.251 wind 0.000 0.000 0.000 84 6.501 wind 0.000 0.000 0.000 84 9.752 wind 0.000 0.000 0.000 84 13.002 wind 0.000 0.000 0.000 84 16.253 wind 0.000 0.000 0.000 84 19.503 wind 0.000 0.000 0.000 84 22.754 wind 0.000 0.000 0.000 84 26.004 wind 0.000 0.000 0.000 84 0.000 WINDY 0.000 -4.441E-16 0.290 84 3.251 WINDY 0.000 -4.441 E-16 0.254 84 6.501 WINDY 0.000 -4.441 E-16 0.218 84 9.752 WINDY 0.000 -4.441 E-16 0.181 84 13.002 WINDY 0.000 -4.441E-16 0.145 84 16.253 WINDY 0.000 -4.441E-16 0.109 84 19.503 WINDY 0.000 -4.441E-16 0.073 84 22.754 WINDY 0.000 -4.441E-16 0.036 84 26.004 WINDY 0.000 -4.441 E-16 -3.129E-15 85 0.000 DEAD 2.262E-04 -0.027 3.469E-18 85 3.000 DEAD 2.262E-04 -0.024 3.469E-18 85 6.000 DEAD 2.262E-04 -0.020 3.469E-18 Bryntesen Engineers 53 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 85 9.000 DEAD 2.262E-04 -0.017 3.469E-18 85 12.000 DEAD 2.262E-04 -0.014 3.469E-18 85 15.000 DEAD 2.262E-04 -0.010 3.469E-18 85 18.000 DEAD 2.262E-04 -6.772E-03 3.469E-18 85 21.000 DEAD 2.262E-04 -3.386E-03 3.469E-18 85 24.000 DEAD 2.262E-04 8.327E-17 3.469E-18 85 0.000 wind 7.539E-14 2.220E-16 5.684E-14 85 3.000 wind 7.539E-14 2.220E-16 5.684E-14 85 6.000 wind 7.539E-14 2.220E-16 5.684E-14 85 9.000 wind 7.539E-14 2.220E-16 5.684E-14 85 12.000 wind 7.539E-14 2.220E-16 5.684E-14 85 15.000 wind 7.539E-14 2.220E-16 5.684E-14 85 18.000 wind 7.539E-14 2.220E-16 5.684E-14 85 21.000 wind 7.539E-14 2.220E-16 5.684E-14 85 24.000 wind 7.539E-14 2.220E-16 5.684E-14 85 0.000 WINDY -14.533 -8.882E-16 -1.110E-16 85 3.000 WINDY -14.533 -8.882E-16 -1.110E-16 85 6.000 WINDY -14.533 -8.882E-16 -1.110E-16 85 9.000 WINDY -14.533 -8.882E-16 -1.110E-16 85 12.000 WINDY -14.533 -8.882E-16 -1.110E-16 85 15.000 WINDY -14.533 -8.882E-16 -1.110E-16 85 18.000 WINDY -14.533 -8.882E-16 -1.110E-16 85 21.000 WINDY -14.533 -8.882E-16 -1.110E-16 85 24.000 WINDY -14.533 -8.882E-16 -1.110E-16 86 0.000 DEAD 2.262E-04 -0.027 -3.469E-18 86 3.000 DEAD 2.262E-04 -0.024 -3.469E-18 86 6.000 DEAD 2.262E-04 -0.020 -3.469E-18 86 9.000 DEAD 2.262E-04 -0.017 -3.469E-18 86 12.000 DEAD 2.262E-04 -0.014 -3.469E-18 86 15.000 DEAD 2.262E-04 -0.010 -3.469E-18 86 18.000 DEAD 2.262E-04 -6.772E-03 -3.469E-18 86 21.000 DEAD 2.262E-04 -3.386E-03 -3.469E-18 86 24.000 DEAD 2.262E-04 2.776E-17 -3.469E-18 86 0.000 wind -7.025E-14 -2.220E-16 2.842E-14 86 3.000 wind -7.025E-14 -2.220E-16 2.842E-14 86 6.000 wind -7.025E-14 -2.220E-16 2.842E-14 86 9.000 wind -7.025E-14 -2.220E-16 2.842E-14 86 12.000 wind -7.025E-14 -2.220E-16 2.842E-14 86 15.000 wind -7.025E-14 -2.220E-16 2.842E-14 86 18.000 wind -7.025E-14 -2.220E-16 2.842E-14 86 21.000 wind -7.025E-14 -2.220E-16 2.842E-14 86 24.000 wind -7.025E-14 -2.220E-16 2.842E-14 86 0.000 WINDY -14.533 -1.776E-15 5.551E-17 86 3.000 WINDY -14.533 -1.776E-15 5.551E-17 86 6.000 WINDY -14.533 -1.776E-15 5.551E-17 86 9.000 WINDY -14.533 -1.776E-15 5.551E-17 86 12.000 WINDY -14.533 -1.776E-15 5.551E-17 86 15.000 WINDY -14.533 -1.776E-15 5.551E-17 86 18.000 WINDY -14.533 -1.776E-15 5.551E-17 86 21.000 WINDY -14.533 -1.776E-15 5.551E-17 86 24.000 WINDY -14.533 -1.776E-15 5.551E-17 Bryntesen Engineers 54 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces - Frames, Part 2 of 2 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station Outputcase StepType T M2 M3 in Kip-in Kip-in Kip-in 1 0.000 DEAD 0.000 -4.879E-19 5.551 E-17 1 78.000 DEAD 0.000 2.047E-03 0.099 1 156.000 DEAD 0.000 4.094E-03 0.198 1 0.000 wind 0.000 0.000 0.000 1 78.000 wind 0.000 3.164E-13 -28.535 1 156.000 wind 0.000 6.328E-13 -57.071 1 0.000 WINDY 0.000 -3.553E-15 8.882E-16 1 78.000 WINDY 0.000 -4.027 2.081 1 156.000 WINDY 0.000 -8.053 4.163 2 0.000 DEAD 1.249E-03 -7.573E-03 0.254 2 57.000 DEAD 1.249E-03 -7.650E-03 -6.008E-03 2 114.000 DEAD 1.249E-03 -7.727E-03 -0.266 2 0.000 wind -3.451E-13 4.474E-13 16.313 2 57.000 wind -3.451E-13 -1.550E-14 -7.376 2 114.000 wind -3.451 E-13 -4.784E-13 -31.065 2 0.000 WINDY 4.235 -18.525 7.330 2 57.000 WINDY 4.235 4.429 0.570 2 114.000 WINDY 4.235 27.383 -6.189 3 0.000 DEAD 2.569E-03 -1.868E-03 0.075 3 46.500 DEAD 2.569E-03 1.598E-03 -0.075 3 93.000 DEAD 2.569E-03 5.065E-03 -0.225 3 0.000 wind 3.218E-13 -6.620E-13 -2.474 3 46.500 wind 3.218E-13 -4.406E-14 -5.114 3 93.000 wind 3.218E-13 5.739E-13 -7.755 3 0.000 WINDY 8.837 43.230 1.785 3 46.500 WINDY 8.837 3.544 -0.825 3 93.000 WINDY 8.837 -36.141 -3.436 4 0.000 DEAD 0.000 -3.469E-18 0.000 4 78.000 DEAD 0.000 0.015 0.043 4 156.000 DEAD 0.000 0.030 0.086 4 0.000 wind 0.000 0.000 0.000 4 78.000 wind 0.000 -1.690E-13 -35.425 4 156.000 wind 0.000 -3.381 E-13 -70.849 4 0.000 WINDY 0.000 8.882E-16 0.000 4 78.000 WINDY 0.000 -1.861 3.137 4 156.000 WINDY 0.000 -3.722 6.274 5 0.000 DEAD 1.799E-03 -0.059 0.111 5 57.000 DEAD 1.799E-03 -0.011 0.388 5 114.000 DEAD 1.799E-03 0.037 0.665 5 0.000 wind -6.507E-13 -4.707E-13 8.006 5 57.000 wind -6.507E-13 -5.991E-14 -15.045 5 114.000 wind -6.507E-13 3.508E-13 -38.096 5 0.000 WINDY 9.137 -26.627 10.043 5 57.000 WINDY 9.137 11.705 0.740 5 114.000 WINDY 9.137 50.038 -8.562 6 0.000 DEAD 3.754E-03 -0.061 -2.633 6 46.500 DEAD 3.754E-03 0.017 0.193 6 93.000 DEAD 3.754E-03 0.094 3.019 6 0.000 wind 3.953E-13 -1.563E-13 0.110 6 46.500 wind 3.953E-13 2.844E-14 -6.549 6 93.000 wind 3.953E-13 2.132E-13 -13.209 6 0.000 WINDY 11.203 99.409 0.285 6 46.500 WINDY 11.203 7.251 -1.471 B ntesen Engineers rY 9 55 r tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station OutputCase StepType T MZ M3" in Kip-in Kip-in Kip-in 6 93.000 WINDY 11.203 -84.906 -3.228 7 0.000 DEAD 0.000 -3.469E-18 0.000 7 78.000 DEAD 0.000 0.015 -0.043 7 156.000 DEAD 0.000 0.030 -0.086 7 0.000 wind 0.000 0.000 -2.842E-14 7 78.000 wind 0.000 1.795E-13 -35.425 7 156.000 wind 0.000 3.590E-13 -70.849 7 0.000 WINDY 0.000 0.000 -1.776E-15 7 78.000 WINDY 0.000 -1.861 -3.137 7 156.000 WINDY 0.000 -3.722 -6.274 8 0.000 DEAD -1.799E-03 -0.059 -0.111 8 57.000 DEAD -1.799E-03 -0.011 -0.388 8 114.000 DEAD -1.799E-03 0.037 -0.665 8 0.000 wind -4.553E-13 5.025E-13 8.006 8 57.000 wind -4.553E-13 5.369E-14 -15.045 8 114.000 wind -4.553E-13 -3.952E-13 -38.096 8 0.000 WINDY -9.137 -26.627 -10.043 8 57.000 WINDY -9.137 11.705 -0.740 8 114.000 WINDY -9.137 50.038 8.562 9 0.000 DEAD -3.754E-03 -0.061 2.633 9 46.500 DEAD -3.754E-03 0.017 -0.193 9 93.000 DEAD -3.754E-03 0.094 -3.019 9 0.000 wind 2.773E-13 1.912E-13 0.110 9 46.500 wind 2.773E-13 -2.652E-14 -6.549 9 93.000 wind 2.773E-13 -2.442E-13 -13.209 9 0.000 WINDY -11.203 99.409 -0.285 9 46.500 WINDY -11.203 7.251 1.471 9 93.000 WINDY -11.203 -84.906 3.228 10 0.000 DEAD 0.000 -2.711 E-19 -5.551E-17 10 78.000 DEAD 0.000 2.047E-03 -0.099 10 156.000 DEAD 0.000 4.094E-03 -0.198 10 0.000 wind 0.000 0.000 -2.842E-14 10 78.000 wind 0.000 -2.885E-13 -28.535 10 156.000 wind 0.000 -5.769E-13 -57.071 10 0.000 WINDY 0.000 0.000 0.000 10 78.000 WINDY 0.000 -4.027 -2.081 10 156.000 WINDY 0.000 -8.053 -4.163 11 0.000 DEAD -1.249E-03 -7.573E-03 -0.254 11 57.000 DEAD -1.249E-03 -7.650E-03 6.008E-03 11 114.000 DEAD -1.249E-03 -7.727E-03 0.266 11 0.000 wind -2.840E-13 -2.837E-13 16.313 11 57.000 wind -2.840E-13 1.498E-14 -7.376 11 114.000 wind -2.840E-13 3.137E-13 -31.065 11 0.000 WINDY -4.235 -18.525 -7.330 11 57.000 WINDY -4.235 4.429 -0.570 11 114.000 WINDY -4.235 27.383 6.189 12 0.000 DEAD -2.569E-03 -1.868E-03 -0.075 12 46.500 DEAD -2.569E-03 1.598E-03 0.075 12 93.000 DEAD -2.569E-03 5.065E-03 0.225 12 0.000 wind 3.405E-13 6.224E-13 -2.474 12 46.500 wind 3.405E-13 2.967E-14 -5.114 12 93.000 wind 3.405E-13 -5.630E-13 -7.755 12 0.000 WINDY -8.837 43.230 -1.785 12 46.500 WINDY -8.837 3.544 0.825 Bryntesen Engineers 56 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 12 93.000 WINDY -8.837 -36.141 3.436 13 0.000 DEAD -7.677E-03 0.015 -0.289 13 24.000 DEAD -7.677E-03 7.249E-05 0.167 13 48.000 DEAD -7.677E-03 -0.014 -0.026 13 0.000 wind -7.013E-15 2.745E-13 73.384 13 24.000 wind -7.013E-15 1.088E-14 -2.735 13 48.000 wind -7.013E-15 -2.527E-13 -78.855 13 0.000 WINDY 0.890 -0.536 2.518 13 24.000 WINDY 0.890 2.867 -0.146 13 48.000 WINDY 0.890 -11.779 -2.810 14 0.000 DEAD -7.235E-03 9.045E-03 -0.016 14 24.000 DEAD -7.235E-03 4.834E-05 -0.098 14 48.000 DEAD -7.235E-03 -8.948E-03 -0.830 14 0.000 wind 2.329E-14 -3.871 E-13 28.591 14 24.000 wind 2.329E-14 1.870E-13 0.437 14 48.000 wind 2.329E-14 7.611E-13 -27.717 14 0.000 WINDY -3.492 34.765 6.188 14 24.000 WINDY -3.492 -1.226 -0.108 14 48.000 WINDY -3.492 -51.281 -6.403 15 0.000 DEAD -0.017 -0.026 -0.110 15 24.000 DEAD -0.017 -4.098E-05 -0.261 15 48.000 DEAD -0.017 0.026 -1.061 15 0.000 wind -3.449E-14 6.149E-13 7.755 15 24.000 wind -3.449E-14 2.431 E-13 0.110 15 48.000 wind -3.449E-14 -1.288E-13 -7.534 15 0.000 WINDY -4.990 -19.119 2.992 15 24.000 WINDY -4.990 -1.269 0.066 15 48.000 WINDY -4.990 10.149 -2.860 17 0.000 DEAD -4.077E-17 -2.920E-04 -4.123 17 23.556 DEAD -4.077E-17 -2.920E-04 -1.618 17 47.112 DEAD -4.077E-17 -2.920E-04 0.261 17 70.668 DEAD -4.077E-17 -2.920E-04 1.514 17 94.224 DEAD -4.077E-17 -2.920E-04 2.140 17 117.780 DEAD -4.077E-17 -2.920E-04 2.140 17 141.336 DEAD -4.077E-17 -2.920E-04 1.514 17 164.892 DEAD -4.077E-17 -2.920E-04 0.261 17 188.448 DEAD -4.077E-17 -2.920E-04 -1.618 17 212.004 DEAD -4.077E-17 -2.920E-04 -4.123 17 0.000 wind -3.834E-14 1.748E-12 10.489 17 23.556 wind -3.834E-14 1.353E-12 8.158 17 47.112 wind -3.834E-14 9.574E-13 5.827 17 70.668 wind -3.834E-14 5.623E-13 3.496 17 94.224 wind -3.834E-14 1.672E-13 1.165 17 117.780 wind -3.834E-14 -2.279E-13 -1.165 17 141.336 wind -3.834E-14 -6.230E-13 -3.496 17 164.892 wind -3.834E-14 -1.018E-12 -5.827 17 188.448 wind -3.834E-14 -1.413E-12 -8.158 17 212.004 wind -3.834E-14 -1.808E-12 -10.489 17 0.000 WINDY 4.929E-14 -43.766 0.428 17 23.556 WINDY 4.929E-14 -18.981 0.428 17 47.112 WINDY 4.929E-14 -0.393 0.428 17 70.668 WINDY 4.929E-14 12.000 0.428 17 94.224 WINDY 4.929E-14 18.196 0.428 17 117.780 WINDY 4.929E-14 18.196 0.428 Bryntesen Engineers 57 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station OutputCase StepType -' T M2 M3 in Kip-in Kip4n Kip-in 17 141.336 WINDY 4.929E-14 12.000 0.428 17 164.892 WINDY 4.929E-14 -0.393 0.428 17 188.448 WINDY 4.929E-14 -18.981 0.428 17 212.004 WINDY 4.929E-14 -43.766 0.428 18 0.000 DEAD -5.638E-18 1.236E-03 -4.075 18 23.556 DEAD -5.638E-18 1.236E-03 -1.570 18 47.112 DEAD -5.638E-18 1.236E-03 0.309 18 70.668 DEAD -5.638E-18 1.236E-03 1.561 18 94.224 DEAD -5.638E-18 1.236E-03 2.188 18 117.780 DEAD -5.638E-18 1.236E-03 2.188 18 141.336 DEAD -5.638E-18 1.236E-03 1.561 18 164.892 DEAD -5.638E-18 1.236E-03 0.309 18 188.448 DEAD -5.638E-18 1.236E-03 -1.570 18 212.004 DEAD -5.638E-18 1.236E-03 -4.075 18 0.000 wind -3.032E-14 2.026E-12 5.675 18 23.556 wind -3.032E-14 1.574E-12 4.414 18 47.112 wind -3.032E-14 1.123E-12 3.153 18 70.668 wind -3.032E-14 6.710E-13 1.892 18 94.224 wind -3.032E-14 2.194E-13 0.631 18 117.780 wind -3.032E-14 -2.321 E-13 -0.631 18 141.336 wind -3.032E-14 -6.837E-13 -1.892 18 164.892 wind -3.032E-14 -1.135E-12 -3.153 18 188.448 wind -3.032E-14 -1.587E-12 -4.414 18 212.004 wind -3.032E-14 -2.038E-12 -5.675 18 0.000 WINDY 5.462E-14 -39.207 0.064 18 23.556 WINDY 5.462E-14 -14.422 0.064 18 47.112 WINDY 5.462E-14 4.167 0.064 18 70.668 WINDY 5.462E-14 16.559 0.064 18 94.224 WINDY 5.462E-14 22.755 0.064 18 117.780 WINDY 5.462E-14 22.755 0.064 18 141.336 WINDY 5.462E-14 16.559 0.064 18 164.892 WINDY 5.462E-14 4.167 0.064 18 188.448 WINDY 5.462E-14 -14.422 0.064 18 212.004 WINDY 5.462E-14 -39.207 0.064 19 0.000 DEAD 7.677E-03 -0.014 -0.026 19 24.000 DEAD 7.677E-03 7.249E-05 0.167 19 48.000 DEAD 7.677E-03 0.015 -0.289 19 0.000 wind -1.438E-14 1.913E-13 78.855 19 24.000 wind -1.438E-14 -5.233E-14 2.735 19 48.000 wind -1.438E-14 -2.960E-13 -73.384 19 0.000 WINDY -0.890 -11.779 -2.810 19 24.000 WINDY -0.890 2.867 -0.146 19 48.000 WINDY -0.890 -0.536 2.518 20 0.000 DEAD 7.235E-03 -8.948E-03 -0.830 20 24.000 DEAD 7.235E-03 4.834E-05 -0.098 20 48.000 DEAD 7.235E-03 9.045E-03 -0.016 20 0.000 wind 1.157E-14 -4.626E-13 27.717 20 24.000 wind 1.157E-14 -1.089E-13 -0.437 20 48.000 wind 1.157E-14 2.447E-13 -28.591 20 0.000 WINDY 3.492 -51.281 -6.403 20 24.000 WINDY 3.492 -1.226 -0.108 20 48.000 WINDY 3.492 34.765 6.188 21 0.000 DEAD 0.017 0.026 -1.061 21 24.000 DEAD 0.017 -4.098E-05 -0.261 Bryntesen Engineers 58 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station Outputcase StepType T M2 M3 in Kip-in Kip-in Kip-in 21 48.000 DEAD 0.017 -0.026 -0.110 21 0.000 wind -3.208E-14 1.167E-13 7.534 21 24.000 wind -3.208E-14 -2.951 E-13 -0.110 21 48.000 wind -3.208E-14 -7.069E-13 -7.755 21 0.000 WINDY 4.990 10.149 -2.860 21 24.000 WINDY 4.990 -1.269 0.066 21 48.000 WINDY 4.990 -19.119 2.992 41 0.000 DEAD 0.000 0.000 0.000 41 78.000 DEAD 0.000 -0.020 0.139 41 156.000 DEAD 0.000 -0.039 0.278 41 0.000 wind 0.000 0.000 0.000 41 78.000 wind 0.000 3.194E-13 -28.535 41 156.000 wind 0.000 6.387E-13 -57.071 41 0.000 WINDY 0.000 0.000 -1.776E-15 41 78.000 WINDY 0.000 -4.022 -2.081 41 156.000 WINDY 0.000 -8.044 -4.163 42 0.000 DEAD 1.266E-03 0.086 0.063 42 57.000 DEAD 1.266E-03 4.020E-03 -0.019 42 114.000 DEAD 1.266E-03 -0.078 -0.100 42 0.000 wind -3.741 E-13 4.413E-13 16.313 42 57.000 wind -3.741 E-13 -2.027E-14 -7.376 42 114.000 wind -3.741 E-13 -4.819E-13 -31.065 42 0.000 WINDY 3.665 -18.470 -7.330 42 57.000 WINDY 3.665 4.448 -0.570 42 114.000 WINDY 3.665 27.366 6.189 43 0.000 DEAD 2.592E-03 0.089 -0.141 43 46.500 DEAD 2.592E-03 -0.016 -0.047 43 93.000 DEAD 2.592E-03 -0.121 0.046 43 0.000 wind 2.732E-13 -6.524E-13 -2.474 43 46.500 wind 2.732E-13 -4.072E-14 -5.114 43 93.000 wind 2.732E-13 5.710E-13 -7.755 43 0.000 WINDY 8.810 43.211 -1.785 43 46.500 WINDY 8.810 3.565 0.825 43 93.000 WINDY 8.810 -36.082 3.436 44 0.000 DEAD 0.000 6.939E-18 0.000 44 78.000 DEAD 0.000 -0.015 0.045 44 156.000 DEAD 0.000 -0.031 0.089 44 0.000 wind 0.000 0.000 -2.842E-14 44 78.000 wind 0.000 -1.674E-13 -35.425 44 156.000 wind 0.000 -3.348E-13 -70.849 44 0.000 WINDY 0.000 8.882E-16 -1.776E-15 44 78.000 WINDY 0.000 -1.996 -3.137 44 156.000 WINDY 0.000 -3.992 -6.274 45 0.000 DEAD 1.822E-03 0.015 0.089 45 57.000 DEAD 1.822E-03 0.035 0.392 45 114.000 DEAD 1.822E-03 0.056 0.695 45 0.000 wind -6.411E-13 -4.659E-13 8.006 45 57.000 wind -6.411 E-13 -6.387E-14 -15.045 45 114.000 wind -6.411E-13 3.381E-13 -38.096 45 0.000 WINDY 13.324 -27.375 -10.043 45 57.000 WINDY 13.324 11.891 -0.740 45 114.000 WINDY 13.324 51.157 8.562 46 0.000 DEAD 3.783E-03 -0.071 -2.676 46 46.500 DEAD 3.783E-03 -0.047 0.194 Bryntesen Engineers 59 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station Outputcase. StepType T M2 M3 in Kip-in Kip-in Kip-in 46 93.000 DEAD 3.783E-03 -0.023 3.065 46 0.000 wind 4.021 E-13 -1.552E-13 0.110 46 46.500 wind 4.021 E-13 3.065E-14 -6.549 46 93.000 wind 4.021 E-13 2.165E-13 -13.209 46 0.000 WINDY 11.785 100.724 -0.285 46 46.500 WINDY 11.785 7.476 1.471 46 93.000 WINDY 11.785 -85.772 3.228 47 0.000 DEAD 0.000 3.469E-18 -5.551 E-17 47 78.000 DEAD 0.000 -0.015 -0.045 47 156.000 DEAD 0.000 -0.031 -0.089 47 0.000 wind 0.000 0.000 -5.684E-14 47 78.000 wind 0.000 1.756E-13 -35.425 47 156.000 wind 0.000 3.511 E-13 -70.849 47 0.000 WINDY 0.000 8.882E-16 0.000 47 78.000 WINDY 0.000 -1.996 3.137 47 156.000 WINDY 0.000 -3.992 6.274 48 0.000 DEAD -1.822E-03 0.015 -0.089 48 57.000 DEAD -1.822E-03 0.035 -0.392 48 114.000 DEAD -1.822E-03 0.056 -0.695 48 0.000 wind -4.652E-13 4.822E-13 8.006 48 57.000 wind -4.652E-13 7.158E-14 -15.045 48 114.000 wind -4.652E-13 -3.391 E-13 -38.096 48 0.000 WINDY -13.324 -27.375 10.043 48 57.000 WINDY -13.324 11.891 0.740 48 114.000 WINDY -13.324 51.157 -8.562 49 0.000 DEAD -3.783E-03 -0.071 2.676 49 46.500 DEAD -3.783E-03 -0.047 -0.194 49 93.000 DEAD -3.783E-03 -0.023 -3.065 49 0.000 wind 2.996E-13 1.255E-13 0.110 49 46.500 wind 2.996E-13 -4.087E-14 -6.549 49 93.000 wind 2.996E-13 -2.073E-13 -13.209 49 0.000 WINDY -11.785 100.724 0.285 49 46.500 WINDY -11.785 7.476 -1.471 49 93.000 WINDY -11.785 -85.772 -3.228 50 0.000 DEAD 0.000 3.469E-18 0.000 50 78.000 DEAD 0.000 -0.020 -0.139 50 156.000 DEAD 0.000 -0.039 -0.278 50 0.000 wind 0.000 0.000 -2.842E-14 50 78.000 wind 0.000 -2.890E-13 -28.535 50 156.000 wind 0.000 -5.779E-13 -57.071 50 0.000 WINDY 0.000 0.000 8.882E-16 50 78.000 WINDY 0.000 -4.022 2.081 50 156.000 WINDY 0.000 -8.044 4.163 51 0.000 DEAD -1.266E-03 0.086 -0.063 51 57.000 DEAD -1.266E-03 4.020E-03 0.019 51 114.000 DEAD -1.266E-03 -0.078 0.100 51 0.000 wind -3.043E-13 -2.821 E-13 16.313 51 57.000 wind -3.043E-13 1.524E-14 -7.376 51 114.000 wind -3.043E-13 3.126E-13 -31.065 51 0.000 WINDY -3.665 -18.470 7.330 51 57.000 WINDY -3.665 4.448 0.570 51 114.000 WINDY -3.665 27.366 -6.189 52 0.000 DEAD -2.592E-03 0.089 0.141 52 46.500 DEAD -2.592E-03 -0.016 0.047 Bryntesen Engineers 60 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station OutputCase StepType" T M2 M3 in Kip-in Kip-in Kip-in 52 93.000 DEAD -2.592E-03 -0.121 -0.046 52 0.000 wind 3.620E-13 6.197E-13 -2.474 52 46.500 wind 3.620E-13 3.188E-14 -5.114 52 93.000 wind 3.620E-13 -5.560E-13 -7.755 52 0.000 WINDY -8.810 43.211 1.785 52 46.500 WINDY -8.810 3.565 -0.825 52 93.000 WINDY -8.810 -36.082 -3.436 53 0.000 DEAD -7.384E-03 0.015 -0.251 53 24.000 DEAD -7.384E-03 7.123E-05 0.200 53 48.000 DEAD -7.384E-03 -0.014 1.508E-03 53 0.000 wind -5.346E-15 3.976E-13 73.384 53 24.000 wind -5.346E-15 8.133E-14 -2.735 53 48.000 wind -5.346E-15 -2.349E-13 -78.855 53 0.000 WINDY 0.981 8.765 -2.518 53 24.000 WINDY 0.981 -1.426 0.146 53 48.000 WINDY 0.981 -11.616 2.810 54 0.000 DEAD -0.031 9.050E-03 -0.064 54 24.000 DEAD -0.031 4.841 E-05 -0.080 54 48.000 DEAD -0.031 -8.953E-03 -0.746 54 0.000 wind 2.284E-14 -4.277E-13 28.591 54 24.000 wind 2.284E-14 2.013E-13 0.437 54 48.000 wind 2.284E-14 8.302E-13 -27.717 54 0.000 WINDY -3.527 45.363 -6.188 54 24.000 WINDY -3.527 -8.065 0.108 54 48.000 WINDY -3.527 -75.269 6.403 55 0.000 DEAD -0.015 -0.026 -0.092 55 24.000 DEAD -0.015 -3.730E-05 -0.222 55 48.000 DEAD -0.015 0.026 -1.003 55 0.000 wind -3.338E-14 3.752E-13 7.755 55 24.000 wind -3.338E-14 1.891E-13 0.110 55 48.000 wind -3.338E-14 3.067E-15 -7.534 55 0.000 WINDY -5.151 -13.417 -2.992 55 24.000 WINDY -5.151 -7.394 -0.066 55 48.000 WINDY -5.151 -15.148 2.860 56 0.000 DEAD -3.730E-17 -2.919E-04 -4.121 56 23.556 DEAD -3.730E-17 -2.919E-04 -1.616 56 47.112 DEAD -3.730E-17 -2.919E-04 0.263 56 70.668 DEAD -3.730E-17 -2.919E-04 1.515 56 94.224 DEAD -3.730E-17 -2.919E-04 2.142 56 117.780 DEAD -3.730E-17 -2.919E-04 2.142 56 141.336 DEAD -3.730E-17 -2.919E-04 1.515 56 164.892 DEAD -3.730E-17 -2.919E-04 0.263 56 188.448 DEAD -3.730E-17 -2.919E-04 -1.616 56 212.004 DEAD -3.730E-17 -2.919E-04 -4.121 56 0.000 wind -4.133E-14 1.726E-12 10.489 56 23.556 wind -4.133E-14 1.336E-12 8.158 56 47.112 wind -4.133E-14 9.465E-13 5.827 56 70.668 wind -4.133E-14 5.564E-13 3.496 56 94.224 wind -4.133E-14 1.664E-13 1.165 56 117.780 wind -4.133E-14 -2.236E-13 -1.165 56 141.336 wind -4.133E-14 -6.136E-13 -3.496 56 164.892 wind -4.133E-14 -1.004E-12 -5.827 56 188.448 wind -4.133E-14 -1.394E-12 -8.158 56 212.004 wind -4.133E-14 -1.784E-12 -10.489 Bryntesen Engineers 61 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station Outputcase StepType T M2 M3` in Kip-in Kip-in Kip-in 56 0.000 WINDY 4.841 E-14 -88.734 -0.428 56 23.556 WINDY 4.841 E-14 -35.650 -0.428 56 47.112 WINDY 4.841 E-14 4.163 -0.428 56 70.668 WINDY 4.841 E-14 30.705 -0.428 56 94.224 WINDY 4.841 E-14 43.976 -0.428 56 117.780 WINDY 4.841E-14 43.976 -0.428 56 141.336 WINDY 4.841E-14 30.705 -0.428 56 164.892 WINDY 4.841E-14 4.163 -0.428 56 188.448 WINDY 4.841E-14 -35.650 -0.428 56 212.004 WINDY 4.841E-14 -88.734 -0.428 57 0.000 DEAD -5.204E-18 1.248E-03 -4.073 57 23.556 DEAD -5.204E-18 1.248E-03 -1.568 57 47.112 DEAD -5.204E-18 1.248E-03 0.311 57 70.668 DEAD -5.204E-18 1.248E-03 1.563 57 94.224 DEAD -5.204E-18 1.248E-03 2.190 57 117.780 DEAD -5.204E-18 1.248E-03 2.190 57 141.336 DEAD -5.204E-18 1.248E-03 1.563 57 164.892 DEAD -5.204E-18 1.248E-03 0.311 57 188.448 DEAD -5.204E-18 1.248E-03 -1.568 57 212.004 DEAD -5.204E-18 1.248E-03 -4.073 57 0.000 wind -3.090E-14 2.017E-12 5.675 57 23.556 wind -3.090E-14 1.567E-12 4.414 57 47.112 wind -3.090E-14 1.117E-12 3.153 57 70.668 wind -3.090E-14 6.673E-13 1.892 57 94.224 wind -3.090E-14 2.173E-13 0.631 57 117.780 wind -3.090E-14 -2.327E-13 -0.631 57 141.336 wind -3.090E-14 -6.827E-13 -1.892 57 164.892 wind -3.090E-14 -1.133E-12 -3.153 57 188.448 wind -3.090E-14 -1.583E-12 -4.414 57 212.004 wind -3.090E-14 -2.033E-12 -5.675 57 0.000 WINDY 5.551 E-14 -83.938 -0.064 57 23.556 WINDY 5.551 E-14 -30.854 -0.064 57 47.112 WINDY 5.551E-14 8.959 -0.064 57 70.668 WINDY 5.551E-14 35.501 -0.064 57 94.224 WINDY 5.551E-14 48.772 -0.064 57 117.780 WINDY 5.551E-14 48.772 -0.064 57 141.336 WINDY 5.551E-14 35.501 -0.064 57 164.892 WINDY 5.551E-14 8.959 -0.064 57 188.448 WINDY 5.551E-14 -30.854 -0.064 57 212.004 WINDY 5.551E-14 -83.938 -0.064 58 0.000 DEAD 7.384E-03 -0.014 1.508E-03 58 24.000 DEAD 7.384E-03 7.123E-05 0.200 58 48.000 DEAD 7.384E-03 0.015 -0.251 58 0.000 wind -1.666E-14 1.217E-13 78.855 58 24.000 wind -1.666E-14 -4.594E-14 2.735 58 48.000 wind -1.666E-14 -2.136E-13 -73.384 58 0.000 WINDY -0.981 -11.616 2.810 58 24.000 WINDY -0.981 -1.426 0.146 58 48.000 WINDY -0.981 8.765 -2.518 59 0.000 DEAD 0.031 -8.953E-03 -0.746 59 24.000 DEAD 0.031 4.841 E-05 -0.080 59 48.000 DEAD 0.031 9.050E-03 -0.064 59 0.000 wind 2.314E-14 -6.392E-13 27.717 59 24.000 wind 2.314E-14 -8.163E-14 -0.437 Bryntesen Engineers 62 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station OutputCase StepType T M2 M3, in Kip-in Kip-in Kip-in 59 48.000 wind 2.314E-14 4.759E-13 -28.591 59 0.000 WINDY 3.527 -75.269 6.403 59 24.000 WINDY 3.527 -8.065 0.108 59 48.000 WINDY 3.527 45.363 -6.188 60 0.000 DEAD 0.015 0.026 -1.003 60 24.000 DEAD 0.015 -3.730E-05 -0.222 60 48.000 DEAD 0.015 -0.026 -0.092 60 0.000 wind -3.174E-14 7.412E-14 7.534 60 24.000 wind -3.174E-14 -2.752E-13 -0.110 60 48.000 wind -3.174E-14 -6.244E-13 -7.755 60 0.000 WINDY 5.151 -15.148 2.860 60 24.000 WINDY 5.151 -7.394 -0.066 60 48.000 WINDY 5.151 -13.417 -2.992 61 0.000 DEAD 0.024 -7.725E-03 0.013 61 17.000 DEAD 0.024 -3.843E-07 0.071 61 34.000 DEAD 0.024 7.724E-03 -0.197 61 0.000 wind 0.000 1.364E-12 -2.345E-13 61 17.000 wind 0.000 -8.527E-14 3.331 E-15 61 34.000 wind 0.000 -1.535E-12 2.411 E-13 61 0.000 WINDY -1.786 -38.418 19.339 61 17.000 WINDY -1.786 0.900 -0.016 61 34.000 WINDY -1.786 40.218 -19.372 62 0.000 DEAD 0.046 0.024 0.011 62 17.000 DEAD 0.046 -4.233E-05 0.101 62 34.000 DEAD 0.046 -0.024 -0.136 62 0.000 wind -1.634E-13 -6.821E-13 -5.382E-13 62 17.000 wind -1.634E-13 5.258E-13 -3.331E-16 62 34.000 wind -1.634E-13 1.734E-12 5.376E-13 62 0.000 WINDY -0.444 6.506 41.131 62 17.000 WINDY -0.444 0.949 -0.051 62 34.000 WINDY -0.444 -4.607 -41.233 63 0.000 DEAD 0.036 -0.013 -3.990E-03 63 17.000 DEAD 0.036 3.771 E-05 0.095 63 34.000 DEAD 0.036 0.013 -0.132 63 0.000 wind 3.020E-14 -6.821 E-13 -1.830E-13 63 17.000 wind 3.020E-14 -1.990E-13 -5.551 E-15 63 34.000 wind 3.020E-14 2.842E-13 1.719E-13 63 0.000 WINDY -0.649 -5.823 -11.362 63 17.000 WINDY -0.649 -0.361 0.023 63 34.000 WINDY -0.649 5.100 11.407 64 0.000 DEAD 1.293E-03 -0.013 -0.097 64 17.000 DEAD 1.293E-03 3.593E-05 0.096 64 34.000 DEAD 1.293E-03 0.013 -0.038 64 0.000 wind 5.329E-14 -9.095E-13 -1.412E-13 64 17.000 wind 5.329E-14 -1.847E-13 -2.498E-15 64 34.000 wind 5.329E-14 5.400E-13 1.362E-13 64 0.000 WINDY -0.960 -2.642 -22.015 64 17.000 WINDY -0.960 -2.175 0.193 64 34.000 WINDY -0.960 -1.708 22.402 65 0.000 DEAD -0.046 -0.024 0.011 65 17.000 DEAD -0.046 4.233E-05 0.101 65 34.000 DEAD -0.046 0.024 -0.136 65 0.000 wind -1.696E-13 -1.364E-12 5.400E-13 65 17.000 wind -1.696E-13 -1.563E-13 -1.665E-15 Bryntesen Engineers 63 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station OutputCase StepType T M2 M3'' in Kip-in Kip4n Kip-in 65 34.000 wind -1.696E-13 1.052E-12 -5.433E-13 65 0.000 WINDY 0.444 -6.506 41.131 65 17.000 WINDY 0.444 -0.949 -0.051 65 34.000 WINDY 0.444 4.607 -41.233 66 0.000 DEAD -5.106E-03 -0.021 -0.111 66 17.000 DEAD -5.106E-03 3.714E-05 0.104 66 34.000 DEAD -5.106E-03 0.021 -7.883E-03 66 0.000 wind -1.963E-13 -2.046E-12 1.990E-13 66 17.000 wind -1.963E-13 1.279E-13 -4.885E-15 66 34.000 wind -1.963E-13 2.302E-12 -2.087E-13 66 0.000 WINDY 0.303 -38.153 79.916 66 17.000 WINDY 0.303 9.426 -0.352 66 34.000 WINDY 0.303 57.005 -80.621 67 0.000 DEAD -0.024 7.725E-03 0.013 67 17.000 DEAD -0.024 3.843E-07 0.071 67 34.000 DEAD -0.024 -7.724E-03 -0.197 67 0.000 wind -4.796E-14 1.592E-12 3.322E-13 67 17.000 wind -4.796E-14 1.421E-13 0.000 67 34.000 wind -4.796E-14 -1.307E-12 -3.322E-13 67 0.000 WINDY 1.786 38.418 19.339 67 17.000 WINDY 1.786 -0.900 -0.016 67 34.000 WINDY 1.786 -40.218 -19.372 68 0.000 DEAD -4.358E-03 6.701 E-03 -0.105 68 17.000 DEAD -4.358E-03 2.827E-07 0.027 68 34.000 DEAD -4.358E-03 -6.700E-03 -0.167 68 0.000 wind 6.217E-15 4.547E-13 4.388E-13 68 17.000 wind 6.217E-15 -2.842E-14 -2.176E-14 68 34.000 wind 6.217E-15 -5.116E-13 -4.823E-13 68 0.000 WINDY 2.016 5.449 45.879 68 17.000 WINDY 2.016 8.688 -0.081 68 34.000 WINDY 2.016 11.927 -46.041 69 0.000 DEAD -0.036 0.013 -3.990E-03 69 17.000 DEAD -0.036 -3.771 E-05 0.095 69 34.000 DEAD -0.036 -0.013 -0.132 69 0.000 wind 4.086E-14 -6.821 E-13 2.789E-13 69 17.000 wind 4.086E-14 -1.990E-13 1.443E-15 69 34.000 wind 4.086E-14 2.842E-13 -2.760E-13 69 0.000 WINDY 0.649 5.823 -11.362 69 17.000 WINDY 0.649 0.361 0.023 69 34.000 WINDY 0.649 -5.100 11.407 70 0.000 DEAD -1.293E-03 0.013 -0.097 70 17.000 DEAD -1.293E-03 -3.593E-05 0.096 70 34.000 DEAD -1.293E-03 -0.013 -0.038 70 0.000 wind 1.776E-14 -2.274E-13 1.572E-13 70 17.000 wind 1.776E-14 1.421E-14 6.217E-15 70 34.000 wind 1.776E-14 2.558E-13 -1.448E-13 70 0.000 WINDY 0.960 2.642 -22.015 70 17.000 WINDY 0.960 2.175 0.193 70 34.000 WINDY 0.960 1.708 22.402 71 0.000 DEAD 5.106E-03 0.021 -0.111 71 17.000 DEAD 5.106E-03 -3.714E-05 0.104 71 34.000 DEAD 5.106E-03 -0.021 -7.883E-03 71 0.000 wind -1.190E-13 -2.274E-12 -2.185E-13 71 17.000 wind -1.190E-13 -3.411 E-13 4.219E-15 Bryntesen Engineers 64 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 71 34.000 wind -1.190E-13 1.592E-12 2.269E-13 71 0.000 WINDY -0.303 38.153 79.916 71 17.000 WINDY -0.303 -9.426 -0.352 71 34.000 WINDY -0.303 -57.005 -80.621 72 0.000 DEAD 4.358E-03 -6.701 E-03 -0.105 72 17.000 DEAD 4.358E-03 -2.827E-07 0.027 72 34.000 DEAD 4.358E-03 6.700E-03 -0.167 72 0.000 wind -8.882E-15 -6.821 E-13 -4.459E-13 72 17.000 wind -8.882E-15 -1.990E-13 3.331 E-15 72 34.000 wind -8.882E-15 2.842E-13 4.525E-13 72 0.000 WINDY -2.016 -5.449 45.879 72 17.000 WINDY -2.016 -8.688 -0.081 72 34.000 WINDY -2.016 -11.927 -46.041 79 0.000 DEAD 0.000 1.388E-17 -0.382 79 3.251 DEAD 0.000 1.388E-17 -0.292 79 6.501 DEAD 0.000 1.388E-17 -0.215 79 9.752 DEAD 0.000 1.388E-17 -0.149 79 13.002 DEAD 0.000 1.388E-17 -0.095 79 16.253 DEAD 0.000 1.388E-17 -0.054 79 19.503 DEAD 0.000 1.388E-17 -0.024 79 22.754 DEAD 0.000 1.388E-17 -5.962E-03 79 26.004 DEAD 0.000 1.388E-17 -7.182E-16 79 0.000 wind 0.000 0.000 1.421 E-14 79 3.251 wind 0.000 0.000 1.421E-14 79 6.501 wind 0.000 0.000 1.421E-14 79 9.752 wind 0.000 0.000 1.421E-14 79 13.002 wind 0.000 0.000 1.421E-14 79 16.253 wind 0.000 0.000 1.421E-14 79 19.503 wind 0.000 0.000 1.421E-14 79 22.754 wind 0.000 0.000 1.421E-14 79 26.004 wind 0.000 0.000 1.421 E-14 79 0.000 WINDY 0.000 -10.594 1.776E-15 79 3.251 WINDY 0.000 -8.111 1.776E-15 79 6.501 WINDY 0.000 -5.959 1.776E-15 79 9.752 WINDY 0.000 -4.138 1.776E-15 79 13.002 WINDY 0.000 -2.648 1.776E-15 79 16.253 WINDY 0.000 -1.490 1.776E-15 79 19.503 WINDY 0.000 -0.662 1.776E-15 79 22.754 WINDY 0.000 -0.166 1.776E-15 79 26.004 WINDY 0.000 -1.726E-14 1.776E-15 80 0.000 DEAD 0.000 -6.939E-18 -0.382 80 3.251 DEAD 0.000 -8.349E-18 -0.292 80 6.501 DEAD 0.000 -9.758E-18 -0.215 80 9.752 DEAD 0.000 -1.117E-17 -0.149 80 13.002 DEAD 0.000 -1.258E-17 -0.095 80 16.253 DEAD 0.000 -1.399E-17 -0.054 80 19.503 DEAD 0.000 -1.540E-17 -0.024 80 22.754 DEAD 0.000 -1.681E-17 -5.962E-03 80 26.004 DEAD 0.000 -1.822E-17 -4.129E-16 80 0.000 wind 0.000 0.000 0.000 80 3.251 wind 0.000 0.000 0.000 80 6.501 wind 0.000 0.000 0.000 80 9.752 wind 0.000 0.000 0.000 80 13.002 wind 0.000 0.000 0.000 Bryntesen Engineers 65 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station Outputcase StepType T M2 M3 in Kip-in Kip-in Kip-in 80 16.253 wind 0.000 0.000 0.000 80 19.503 wind 0.000 0.000 0.000 80 22.754 wind 0.000 0.000 0.000 80 26.004 wind 0.000 0.000 0.000 80 0.000 WINDY 0.000 -8.255 0.000 80 3.251 WINDY 0.000 -6.321 -7.218E-16 80 6.501 WINDY 0.000 -4.644 -1.444E-15 80 9.752 WINDY 0.000 -3.225 -2.165E-15 80 13.002 WINDY 0.000 -2.064 -2.887E-15 80 16.253 WINDY 0.000 -1.161 -3.609E-15 80 19.503 WINDY 0.000 -0.516 -4.331E-15 80 22.754 WINDY 0.000 -0.129 -5.052E-15 80 26.004 WINDY 0.000 -1.069E-13 -5.774E-15 81 0.000 DEAD 0.000 -2.776E-17 -0.382 81 3.251 DEAD 0.000 -2.212E-17 -0.292 81 6.501 DEAD 0.000 -1.648E-17 -0.215 81 9.752 DEAD 0.000 -1.084E-17 -0.149 81 13.002 DEAD 0.000 -5.201E-18 -0.095 81 16.253 DEAD 0.000 4.380E-19 -0.054 81 19.503 DEAD 0.000 6.077E-18 -0.024 81 22.754 DEAD 0.000 1.172E-17 -5.962E-03 81 26.004 DEAD 0.000 1.735E-17 7.112E-16 81 0.000 wind 0.000 0.000 0.000 81 3.251 wind 0.000 0.000 0.000 81 6.501 wind 0.000 0.000 0.000 81 9.752 wind 0.000 0.000 0.000 81 13.002 wind 0.000 0.000 0.000 81 16.253 wind 0.000 0.000 0.000 81 19.503 wind 0.000 0.000 0.000 81 22.754 wind 0.000 0.000 0.000 81 26.004 wind 0.000 0.000 0.000 81 0.000 WINDY 0.000 -3.775 -7.105E-15 81 3.251 WINDY 0.000 -2.891 -5.662E-15 81 6.501 WINDY 0.000 -2.124 -4.218E-15 81 9.752 WINDY 0.000 -1.475 -2.775E-15 81 13.002 WINDY 0.000 -0.944 -1.331E-15 81 16.253 WINDY 0.000 -0.531 1.121E-16 81 19.503 WINDY 0.000 -0.236 1.556E-15 81 22.754 WINDY 0.000 -0.059 2.999E-15 81 26.004 WINDY 0.000 4.802E-14 4.443E-15 82 0.000 DEAD 0.000 0.000 -0.382 82 3.251 DEAD 0.000 0.000 -0.292 82 6.501 DEAD 0.000 0.000 -0.215 82 9.752 DEAD 0.000 0.000 -0.149 82 13.002 DEAD 0.000 0.000 -0.095 82 16.253 DEAD 0.000 0.000 -0.054 82 19.503 DEAD 0.000 0.000 -0.024 82 22.754 DEAD 0.000 0.000 -5.962E-03 82 26.004 DEAD 0.000 0.000 8.405E-16 82 0.000 wind 0.000 0.000 2.842E-14 82 3.251 wind 0.000 0.000 3.131E-14 82 6.501 wind 0.000 0.000 3.420E-14 82 9.752 wind 0.000 0.000 3.708E-14 82 13.002 wind 0.000 0.000 3.997E-14 Bryntesen Engineers 66 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame' Station Outputcase StepType T M2 M3 in Kip-in Kip,-in Kip-in 82 16.253 wind 0.000 0.000 4.286E-14 82 19.503 wind 0.000 0.000 4.574E-14 82 22.754 wind 0.000 0.000 4.863E-14 82 26.004 wind 0.000 0.000 5.152E-14 82 0.000 WINDY 0.000 10.594 1.776E-15 82 3.251 WINDY 0.000 8.111 1.776E-15 82 6.501 WINDY 0.000 5.959 1.776E-15 82 9.752 WINDY 0.000 4.138 1.776E-15 82 13.002 WINDY 0.000 2.648 1.776E-15 82 16.253 WINDY 0.000 1.490 1.776E-15 82 19.503 WINDY 0.000 0.662 1.776E-15 82 22.754 WINDY 0.000 0.166 1.776E-15 82 26.004 WINDY 0.000 1.621E-13 1.776E-15 83 0.000 DEAD 0.000 0.000 -0.382 83 3.251 DEAD 0.000 0.000 -0.292 83 6.501 DEAD 0.000 0.000 -0.215 83 9.752 DEAD 0.000 0.000 -0.149 83 13.002 DEAD 0.000 0.000 -0.095 83 16.253 DEAD 0.000 0.000 -0.054 83 19.503 DEAD 0.000 0.000 -0.024 83 22.754 DEAD 0.000 0.000 -5.962E-03 83 26.004 DEAD 0.000 0.000 1.854E-15 83 0.000 wind 0.000 0.000 4.263E-14 83 3.251 wind 0.000 0.000 3.830E-14 83 6.501 wind 0.000 0.000 3.397E-14 83 9.752 wind 0.000 0.000 2.964E-14 83 13.002 wind 0.000 0.000 2.531 E-14 83 16.253 wind 0.000 0.000 2.098E-14 83 19.503 wind 0.000 0.000 1.665E-14 83 22.754 wind 0.000 0.000 1.232E-14 83 26.004 wind 0.000 0.000 7.988E-15 83 0.000 WINDY 0.000 8.255 7.105E-15 83 3.251 WINDY 0.000 6.321 7.105E-15 83 6.501 WINDY 0.000 4.644 7.105E-15 83 9.752 WINDY 0.000 3.225 7.105E-15 83 13.002 WINDY 0.000 2.064 7.105E-15 83 16.253 WINDY 0.000 1.161 7.105E-15 83 19.503 WINDY 0.000 0.516 7.105E-15 83 22.754 WINDY 0.000 0.129 7.105E-15 83 26.004 WINDY 0.000 4.896E-14 7.105E-15 84 0.000 DEAD 0.000 -2.776E-17 -0.382 84 3.251 DEAD 0.000 -2.776E-17 -0.292 84 6.501 DEAD 0.000 -2.776E-17 -0.215 84 9.752 DEAD 0.000 -2.776E-17 -0.149 84 13.002 DEAD 0.000 -2.776E-17 -0.095 84 16.253 DEAD 0.000 -2.776E-17 -0.054 84 19.503 DEAD 0.000 -2.776E-17 -0.024 84 22.754 DEAD 0.000 -2.776E-17 -5.962E-03 84 26.004 DEAD 0.000 -2.776E-17 3.964E-16 84 0.000 wind 0.000 0.000 1.421E-14 84 3.251 wind 0.000 0.000 1.421E-14 84 6.501 wind 0.000 0.000 1.421E-14 84 9.752 wind 0.000 0.000 1.421E-14 84 13.002 wind 0.000 0.000 1.421E-14 Bryntesen Engineers 67 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station OutputCase StepType. TM2 M3 in Kip-in Kip.-in Kip-in 84 16.253 wind 0.000 0.000 1.421E-14 84 19.503 wind 0.000 0.000 1.421E-14 84 22.754 wind 0.000 0.000 1.421E-14 84 26.004 wind 0.000 0.000 1.421E-14 84 0.000 WINDY 0.000 3.775 0.000 84 3.251 WINDY 0.000 2.891 1.444E-15 84 6.501 WINDY 0.000 2.124 2.887E-15 84 9.752 WINDY 0.000 1.475 4.331E-15 84 13.002 WINDY 0.000 0.944 5.774E-15 84 16.253 WINDY 0.000 0.531 7.218E-15 84 19.503 WINDY 0.000 0.236 8.661E-15 84 22.754 WINDY 0.000 0.059 1.010E-14 84 26.004 WINDY 0.000 2.312E-14 1.155E-14 85 0.000 DEAD 0.000 -2.776E-17 -0.325 85 3.000 DEAD 0.000 -3.816E-17 -0.249 85 6.000 DEAD 0.000 -4.857E-17 -0.183 85 9.000 DEAD 0.000 -5.898E-17 -0.127 85 12.000 DEAD 0.000 -6.939E-17 -0.081 85 15.000 DEAD 0.000 -7.980E-17 -0.046 85 18.000 DEAD 0.000 -9.021 E-17 -0.020 85 21.000 DEAD 0.000 -1.006E-16 -5.079E-03 85 24.000 DEAD 0.000 -1.110E-16 -2.123E-15 85 0.000 wind 0.000 9.095E-13 -1.776E-15 85 3.000 wind 0.000 7.390E-13 -2.442E-15 85 6.000 wind 0.000 5.684E-13 -3.109E-15 85 9.000 wind 0.000 3.979E-13 -3.775E-15 85 12.000 wind 0.000 2.274E-13 -4.441 E-15 85 15.000 wind 0.000 5.684E-14 -5.107E-15 85 18.000 wind 0.000 -1.137E-13 -5.773E-15 85 21.000 wind 0.000 -2.842E-13 -6.439E-15 85 24.000 wind 0.000 -4.547E-13 -7.105E-15 85 0.000 WINDY 0.000 -4.441E-16 0.000 85 3.000 WINDY 0.000 -1.110E-16 2.665E-15 85 6.000 WINDY 0.000 2.220E-16 5.329E-15 85 9.000 WINDY 0.000 5.551E-16 7.994E-15 85 12.000 WINDY 0.000 8.882E-16 1.066E-14 85 15.000 WINDY 0.000 1.221E-15 1.332E-14 85 18.000 WINDY 0.000 1.554E-15 1.599E-14 85 21.000 WINDY 0.000 1.887E-15 1.865E-14 85 24.000 WINDY 0.000 2.220E-15 2.132E-14 86 0.000 DEAD 0.000 2.776E-17 -0.325 86 3.000 DEAD 0.000 3.816E-17 -0.249 86 6.000 DEAD 0.000 4.857E-17 -0.183 86 9.000 DEAD 0.000 5.898E-17 -0.127 86 12.000 DEAD 0.000 6.939E-17 -0.081 86 15.000 DEAD 0.000 7.980E-17 -0.046 86 18.000 DEAD 0.000 9.021 E-17 -0.020 86 21.000 DEAD 0.000 1.006E-16 -5.079E-03 86 24.000 DEAD 0.000 1.110E-16 -1.679E-15 86 0.000 wind 0.000 4.547E-13 0.000 86 3.000 wind 0.000 3.695E-13 6.661 E-16 86 6.000 wind 0.000 2.842E-13 1.332E-15 86 9.000 wind 0.000 1.990E-13 1.998E-15 86 12.000 wind 0.000 1.137E-13 2.665E-15 Bryntesen Engineers 68 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 18: Element Forces-Frames,Part 2 of 2 Frame Station Outputcase StepType T M2 M3 in Kip-in Kip4n Kip-in 86 15.000 wind 0.000 2.842E-14 3.331E-15 86 18.000 wind 0.000 -5.684E-14 3.997E-15 86 21.000 wind 0.000 -1.421 E-13 4.663E-15 86 24.000 wind 0.000 -2.274E-13 5.329E-15 86 0.000 WINDY 0.000 -4.885E-15 -2.842E-14 86 3.000 WINDY 0.000 -5.052E-15 -2.309E-14 86 6.000 WINDY 0.000 -5.218E-15 -1.776E-14 86 9.000 WINDY 0.000 -5.385E-15 -1.243E-14 86 12.000 WINDY 0.000 -5.551 E-15 -7.105E-15 86 15.000 WINDY 0.000 -5.718E-15 -1.776E-15 86 18.000 WINDY 0.000 -5.884E-15 3.553E-15 86 21.000 WINDY 0.000 -6.051 E-15 8.882E-15 86 24.000 WINDY 0.000 -6.217E-15 1.421E-14 10. Material take-off This section provides a material take-off. Table 19: Material List 2 - By Section Property Table 19: Material List 2-By Section Property Section Objecerype HumPieces Totall-ength TotalWeight' in Kip HSS8X6X1/4 Frame 12 1452.000 2.540 HSS8X6X3/8 Frame 12 1452.000 3.693 HSS6X6X3/16 Frame 36 2036.040 2.298 11 . Design preferences This section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items. 11.1. Steel design Table 20: Preferences -Steel Design -AISC360-05-IBC2006, Part 1 of 5 Table 20: Preferences-Steel Design-AISC360-05-IBC2006,Part 1 of 5 THDesign FrameTypel PatLLF SRatioLimit Maxlter SDC ! SeisCode SelsLoad > -ImpFactor Envelopes SMF 0.750000 0.950000 1 D No No 1.000000 Bryntesen Engineers 69 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 20: Preferences -Steel Design -AISC360-05-IBC2006, Part 2 of 5 Table 20: Preferences-Steel Design-AISC360-05-IBC2006, Part 2 of 5 SystemRho SystemSds SystemR SystemCd Omegao Provision AMethod SOMethod SRMethod " 1.000000 0.500000 8.000000 5.500000 3.000000 LRFD Direct General 2nd Tau-b Fixed Analysis Order Table 20: Preferences -Steel Design -AISC360-05-IBC2006, Part 3 of 5 Table 20: Preferences-Steel Design-AISC360-05-IBC2006,Part 3 of 5 NLCoeff PhiB PhiC PhITY PhITF PhIV PhIVRolledl PhlVT,' OmegaB 0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 0.900000 Table 20: Preferences -Steel Design -AISC360-05-IBC2006, Part 4 of 5 Table 20: Preferences-Steel Design-AISC360-05-IBC2006,Part 4 of 5 OmegaC OmegaTY OmegaTF OmegaV OmegaVRoll OmegaVT PlugWeld HSSWelding" HSSReduce edl T Yes ERW No Table 20: Preferences -Steel Design -AISC360-05-IBC2006, Part 5 of 5 Table 20: Preferences-Steel Design-AISC360-05-IBC2006,Part 5 of 5 CheckDefl131-Rat SDLAndLLR "Ll-Rat TotalRat NetRat' at No 120.000000 120.000000 360.000000 240.000000 240.000000 13. Design summary This section provides the design summary for each type of design, which highlights the controlling demand/capacity ratio and it's associated combination and location in each member. 13.1. Steel design SEE PAGE 7 FOR MEMBERS LABEL AND PAGE 16 FOR RATIOS Table 25: Steel Design 1 -Summary Data -AISC360-05-IBC2006, Part 1 of 2 Table 25: Steel Design 1 -Summary Data-AISC360-05-IBC2006,Part 1 of 2 Frame Location Combo Deslgnsect DesignType Ratio RattoType In 1 156.000 DSTL16 HSS8X6X1/4 Column 0.140145 PMM 2 114.000 DSTL18 HSS8X6X1/4 Column 0.096693 PMM 3 0.000 DSTL18 HSS8X6X1/4 Column 0.122896 PMM 4 156.000 DSTL15 HSS8X6X3/8 Column 0.128573 PMM 5 114.000 DSTL18 HSS8X6X3/8 Column 0.130998 PMM 6 0.000 DSTL18 HSS8X6X3/8 Column 0.209495 PMM 7 156.000 DSTL16 HSS8X6X3/8 Column 0.128573 PMM Bryntesen Engineers 70 tower frame05_PRINTOUT.SDB SAP2000 v12.0.0 22 January 2014 Table 25: Steel Design 1-Summary Data-AISC360-05-IBC2006,Part 1 of 2 Frame Location Combo DesignSect DesignType Ratio RatioType in 8 114.000 DSTL18 HSS8X6X3/8 Column 0.130998 PMM 9 0.000 DSTL18 HSS8X6X3/8 Column 0.209495 PMM 10 156.000 DSTL15 HSS8X6X1/4 Column 0.140145 PMM 11 114.000 DSTL18 HSS8X6X1/4 Column 0.096693 PMM 12 0.000 DSTL18 HSS8X6X1/4 Column 0.122896 PMM 13 48.000 DSTL15 HSS6X6X3/16 Beam 0.378519 PMM 14 48.000 DSTL17 HSS6X6X3/16 Beam 0.291149 PMM 15 0.000 DSTL18 HSS6X6X3/16 Beam 0.107645 PMM 17 212.004 DSTL18 HSS6X6X3/16 Beam 0.245612 PMM 18 212.004 DSTL17 HSS6X6X3/16 Beam 0.227961 PMM 19 0.000 DSTL16 HSS6X6X3/16 Beam 0.378519 PMM 20 0.000 DSTL17 HSS6X6X3/16 Beam 0.291149 PMM 21 48.000 DSTL18 HSS6X6X3/16 Beam 0.107645 PMM 41 156.000 DSTL16 HSS8X6X1/4 Column 0.140174 PMM 42 114.000 DSTL17 HSS8X6X1/4 Column 0.096660 PMM 43 0.000 DSTL17 HSS8X6X1/4 Column 0.123309 PMM 44 156.000 DSTL15 HSS8X6X3/8 Column 0.128608 PMM 45 114.000 DSTL17 HSS8X6X3/8 Column 0.133395 PMM 46 0.000 DSTL17 HSS8X6X3/8 Column 0.211908 PMM 47 156.000 DSTL16 HSS8X6X3/8 Column 0.128608 PMM 48 114.000 DSTL17 HSS8X6X3/8 Column 0.133395 PMM 49 0.000 DSTL17 HSS8X6X3/8 Column 0.211908 PMM 50 156.000 DSTL15 HSS8X6X1/4 Column 0.140174 PMM 51 114.000 DSTL17 HSS8X6X1/4 Column 0.096660 PMM 52 0.000 DSTL17 HSS8X6X1/4 Column 0.123309 PMM 53 48.000 DSTL15 HSS6X6X3/16 Beam 0.378416 PMM 54 48.000 DSTL18 HSS6X6X3/16 Beam 0.405808 PMM 55 48.000 DSTL18 HSS6X6X3/16 Beam 0.091402 PMM 56 212.004 DSTL17 HSS6X6X3/16 Beam 0.461223 PMM 57 212.004 DSTL18 HSS6X6X3/16 Beam 0.442452 PMM 58 0.000 DSTL16 HSS6X6X3/16 Beam 0.378416 PMM 59 0.000 DSTL18 HSS6X6X3/16 Beam 0.405808 PMM 60 0.000 DSTL18 HSS6X6X3/16 Beam 0.091402 PMM 61 34.000 DSTL17 HSS6X6X3/16 Beam 0.289835 PMM 62 0.000 DSTL17 HSS6X6X3/16 Beam 0.230099 PMM 63 0.000 DSTL17 HSS6X6X3/16 Beam 0.086782 PMM 64 0.000 DSTL17 HSS6X6X3/16 Beam 0.120052 PMM 65 0.000 DSTL17 HSS6X6X3/16 Beam 0.230099 PMM 66 34.000 DSTL17 HSS6X6X3/16 Beam 0.665547 PMM 67 34.000 DSTL17 HSS6X6X3/16 Beam 0.289835 PMM 68 34.000 DSTL17 HSS6X6X3/16 Beam 0.309131 PMM 69 0.000 DSTL17 HSS6X6X3/16 Beam 0.086782 PMM 70 0.000 DSTL17 HSS6X6X3/16 Beam 0.120052 PMM 71 34.000 DSTL17 HSS6X6X3/16 Beam 0.665547 PMM 72 34.000 DSTL17 HSS6X6X3/16 Beam 0.309131 PMM 79 0.000 DSTL18 HSS6X6X3/16 Beam 0.052170 PMM 80 0.000 DSTL17 HSS6X6X3/16 Beam 0.040956 PMM 81 0.000 DSTL17 HSS6X6X3/16 Beam 0.019476 PMM 82 0.000 DSTL18 HSS6X6X3/16 Beam 0.052170 PMM 83 0.000 DSTL18 HSS6X6X3/16 Beam 0.040956 PMM 84 0.000 DSTL17 HSS6X6X3/16 Beam 0.019476 PMM 85 0.000 DSTL17 HSS6X6X3/16 Beam 0.142103 PMM 86 0.000 DSTL17 HSS6X6X3/16 Beam 0.142103 PMM Bryntesen Engineers 71 ` s MECAWind Version 2 . 1 . 0 . 7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 1/22/2014 Project No. Company Name Bryntesen Structural Engineers Designed By LMc Address 3045 N. Federal Hwy. Building Description City Fort Lauderdale, Customer Name State FL Proj Location File Location: Z:\Cadd Drawings\0-Project Files\Nudell Architects\Tropical Chevrolet #19496 akc\Calculations \Wind\Building Pressuresl75.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0.25 : 12 Slope of Roof(Theta) = 1.19 Deg Ht: Mean Roof Ht = 20.54 ft Type of Roof = Gabled RHt: Ridge Ht = 21.08 ft Eht: Eave Height = 20.00 ft OH: Roof Overhang at Eave= 1 .00 ft Roof Area = 20284 ft^2 Bldg Length Along Ridge = 195.00 ft Bldg Width Across Ridge= 104.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0. 63) ) ^0.5 = 0.88 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.86 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems heta h L z � B B Kh: 2.01* (Ht/Zg) ^(2/Alpha) = 0.91 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 36.26 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 20284 .00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 195 ft wall (Normal to Ridge) Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -21.94 -8.88 Side Walls -0.70 -28.10 -15.05 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 21.08 0.91 1.00 36.46 18.27 31.32 40.21 Windward 20.00 0.90 1.00 36.06 17.99 31.05 39.93 Windward 18.00 0.88 1.00 35.27 17.46 30.51 39.40 Windward 16.00 0.86 1.00 34.41 16.87 29.92 38.81 Windward 14.00 0.85 1.00 33.94 16.55 29.61 38.49 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 10.3 ft -0.90 -34.27 -21.21 10.3 ft to 20.5 ft -0.90 -34.27 -21.21 20.5 ft to 41.1 ft -0.50 -21.94 -8.88 41.1 ft to 104.Oft -0.30 -15.77 -2.72 MWFRS-Wall Pressures for Wind Normal to 104 ft wall (Along Ridge) Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.33 -16.55 -3.49 Side Walls -0.70 -28.10 -15.05 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 21.08 0.91 1.00 36.46 18.27 31.32 34.81 Windward 20.00 0.90 1.00 36.06 17.99 31.05 34.54 Windward 18.00 0.88 1.00 35.27 17.46 30.51 34.00 Windward 16.00 0.86 1.00 34.41 16.87 29.92 33.41 Windward 14.00 0.85 1.00 33.94 16.55 29.61 33.10 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 10.3 ft -0.90 -34.27 -21.21 10.3 ft to 20.5 ft -0.90 -34.27 -21.21 20.5 ft to 41.1 ft -0.50 -21.94 -8.88 41.1 ft to 195.0 ft -0.30 -15.77 -2.72 Parapet: Qp: Pressure at Top of Parapet = 37.13 psf Type of Parapet = Solid Top Elev. of Parapet = 2.99 ft Parapet-Windward = 55.70 psf Parapet-Leeward Press = -37.13 psf MECAWind Version 2 . 1 . 0 . 7 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 1/22/2014 Project No. Company Name Bryntesen Structural Engineers Designed By LMc Address 3045 N. Federal Hwy. Building Description City Fort Lauderdale Customer Name State FL Proj Location File Location: Z:\Cadd Drawings\0-Project Files\Nudell Architects\Tropical Chevrolet #19496 akc \Calculations\Wind\Building Pressuresl75.wnd 3L-2---- 2 -'-3 A.0of not shove 5 2i 1 1 i2 a 3 - - --- 1 Vi al s Cable Roof 0<=7 Wind Pressure on Components and Cladding (Ch 30 Part 1) A11 pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a" = 8.216001 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- 10 sq. ft. 3.16 3.16 10.0 1 0.30 -1.00 17.41 -42.79 20 sq. ft. 4.47 4.47 20.0 1 0.27 -0.97 16.32 -41.70 50 sq. ft. 7.07 7.07 50.0 1 0.23 -0.93 16.00 -40.26 100 sq. ft. 10.00 10.00 100.0 1 0.20 -0.90 16.00 -39.16 10 sq. ft. 3.16 3.16 10.0 2 0.30 -1.80 17.41 -71.80 20 sq. ft. 4.47 4.47 20.0 2 0.27 -1.59 16.32 -64.17 50 sq. ft. 7.07 7.07 50.0 2 0.23 -1.31 16.00 -54.06 100 sq. ft. 10.00 10.00 100.0 2 0.20 -1.10 16.00 -46.42 10 sq. ft. 3.16 3.16 10.0 3 0.30 -2.80 17.41 -108.07 20 sq. ft. 4.47 4.47 20.0 3 0.27 -2.29 16.32 -89.53 50 sq. ft. 7.07 7.07 50.0 3 0.23 -1.61 16.00 -64.98 100 sq. ft. 10.00 10.00 100.0 3 0.20 -1.10 16.00 -46.42 10 sq. ft. 3.16 3.16 10.0 1H 0.30 -1.70 16.00 -61.65 20 sq. ft. 4.47 4.47 20.0 1H 0.27 -1.67 16.00 -60.56 50 sq. ft. 7.07 7.07 50.0 1H 0.23 -1.63 16.00 -59.11 100 sq. ft. 10.00 10.00 100.0 1H 0.20 -1.60 16.00 -58.02 10 sq. ft. 3.16 3.16 10.0 2H 0.30 -1.70 16.00 -61.65 20 sq. ft. 4.47 4.47 20.0 2H 0.27 -1.67 16.00 -60.56 50 sq. ft. 7.07 7.07 50.0 2H 0.23 -1.63 16.00 -59.11 100 sq. ft. 10.00 10.00 100.0 2H 0.20 -1.60 16.00 -58.02 10 sq. ft. 3.16 3.16 10.0 3H 0.30 -2.80 16.00 -101.54 20 sq. ft. 4.47 4.47 20.0 3H 0.27 -2.20 16.00 -79.74 50 sq. ft. 7.07 7.07 50.0 3H 0.23 -1.40 16.00 -50.85 100 sq. ft. 10.00 10.00 100.0 3H 0.20 -0.80 16.00 -29.01 t 10 sq. ft. 3.16 3.16 10.0 4 0.90 -0.99 39.16 -42.43 20 sq. ft. 4.47 4.47 20.0 4 0.85 -0.94 37.43 -40.70 50 sq. ft. 7.07 7.07 50.0 4 0.79 -0.88 35.14 -38.40 100 sq. ft. 10.00 10.00 100.0 4 0.74 -0.83 33.40 -36.66 200 sq. ft. 14.14 14.14 199.9 4 0.69 -0.78 31.67 -34.93 500 sq. ft. 22.36 22.36 500.0 4 0.63 -0.72 29.37 -32.64 10 sq. ft. 3.16 3.16 10.0 5 0.90 -1.26 39.16 -52.22 20 sq. ft. 4.47 4.47 20.0 5 0.85 -1.16 37.43 -48.75 50 sq. ft. 7.07 7.07 50.0 5 0.79 -1.04 35.14 -44.16 100 sq. ft. 10.00 10.00 100.0 5 0.74 -0.94 33.40 -40.69 200 sq. ft. 14.14 14.14 199.9 5 0.69 -0.85 31.67 -37.22 500 sq. ft. 22.36 22.36 500.0 5 0.63 -0.72 29.37 -32.64 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.91 Qhcc: .00256*V^2*Khcc*Kht*Kd = 36.26 psf Parapets Components & Cladding (Ch 30 Part 4, Para 30 .7 .1.2) Pressures taken from Table 30.7-2 at top of Parapet and multiplied by Exposure Adjustment Factor (EAF =0.000) , Topographic Factor ,(Kzt = 1.00) and Reduction Factor (RF = 1.0) . The effective area for the parapet is 10 sq ft [0.929 sq m] to be conservative, which makes the Reduction Factor 1. WiDd;Md p" t. Leewwxl page[ Loath Certs A Load Casa;B Top of parvet P) P2 P3 P4 A lop ttTt , lip P6 Load Case A - Apply Positive Wall Pressure to Front and negative roof pressure to back. pl: Positive Wall Pressure on Front of Parapet (Zone 4) = 58.61 psf pl: Positive Wall Pressure on Front of Parapet (Zone 5) = 53.67 psf p2: Negative Roof Pressure on Back of Parapet (Zone 2) = -98.36 psf p2: Negative Roof Pressure on Back of Parapet (Zone 3) = -148.06 psf Load Case B - Apply Positive Wall Pressure to Back and Negative Wall Pressure to the i Y f ront. p3: Positive Wall Pressure on Back of Parapet (Zone 4) = 53.67 psf p3: Positive Wall Pressure on Back of Parapet (Zone 5) = 53.67 psf p4: Negative Wall Pressure on Back of Parapet (Zone 4) = -63.58 psf p4: Negative Wall Pressure on Back of Parapet (Zone 5) = -98.36 psf yK ke s Vk vxdV ' E r 2 N. � x , } 4 i r { -..... i ! I r ! £ { , k 7-q ja , �1 fcC, : - �. • t , T �Ym £ £ r t ! ! I 1 ! ' t , BRYNTESEN PROJECT : STRUCTURAL ENGINEERS E B 5099 3045 N.FEDERAL HIGHWAY BUILDING#80 TITLE FT.LAUDERDALE,FL.33306 /_ TEL:(954)568-1411 FAX:(954)568-9367 - n -ZAQ w� � x W Its IN 15 YA , ............. ...........- 7 T , Y , t E i 1 ! 2 � c �€ Aj� E t i. WW1l } n/� r I E { E_ PA;JONI. { .......... .... a ' S s � ...... .. .. / F t } I , } 1 BRYNTESEN PROJECT,: STRUCTURAL ENGINEERS E B 5099 3045 NBUILDING NG FEDERAL UILD TITLE : FT.LAUDERDALE,FL.33306 TEL:(9 54)568-1411 FAX:(954)568-9367 : E 5.3 2(4C fe R � � .......... , _ X , { i x { # i w F € , y E e _ i { M1 f. I , � BRYNTESEN PROJECT : STRUCTURAL ENGINEERS E B 5099 3045 N.FEDERAL HIGHWAY BUILDING#80 TITLE FT.LAUDERDALE,FL.33306 �` TEL:(954)568-1411 FAX:(954)568-9367 Combined Footing File=Y:\CAODDR-1\0-PROJ-1VVUDELL-1\TROPIC-1\CALCUL-1\EnercalcVuke.ec6 9 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.0.25 I Sim,so X"E11,111411L Description: TOWER COMBINED FOOTING-WIND PERPENDICULAR TO BLDG Code References Calculations per Load Combinations Used: IBC 2006 General Information Material Properties Analysis/Design Settings fc:Concrete 28 day strength 3 ksi Calculate footing weight as dead load? Yes fy:Rebar Yield 60 ksi Calculate Pedestal weight as dead load? No Ec:Concrete Elastic Modulus 3122 ksi Min Steel%Bending Reinf(based on'd') Concrete Density 145 pcf Min Allow%Temp Reinf(based on thick) 0.0018 Phi Values Flexure: 0.9 Min.Overturning Safety Factor 1.0:1 Shear: 0.750 Min.Sliding Safety Factor 1.0:1 Soil Information Allowable Soil Bearing 2.5 ksf Soil Bearing Increase Increase Bearing By Footing Weight No Footing base depth below soil surface 0 ft Soil Passive SlidingResistance 250 cf Increases based on footing Depth.... p Allowable pressure increase per foot 0 ksf when base of footing is below Oft Coefficient of Soil/Concrete Friction 0.3 Increases based on footing Width... Allowable pressure increase per foot 0 ksf when maximum length or width is greater than 0 ft Maximum Allowed Bearing Pressure 10 ksf (A value of zero implies no limif) Adjusted Allowable Soil Bearing 2.50 ksf (Allowable Soil Bearing adjusted for footing weight and depth&width increases as specified by user) Dimensions&Reinforcing Distance Left of Column#1 = 1.583 ft Pedestal dimensions... Col#1 Col#2 As As Between Columns = 2.830 ft Sq.Dim. = 14 14 in Bars left of Col#1 Count Size# Actual Req'd ^ Distance Right of Column#2= 1.583 ft Height = 0 0 in Bottom Bars 6.0 7 3.60 3.456 inA2 Total Footing Length = 5.996 ft Top Bars 6.0 7 3.60 3.456 in 2 Bars Btwn Cols Footing Width = 8.0 ft Bottom Bars 6.0 7 3.60 3.456 inA2 Footing Thickness = 20 in Top Bars 6.0 7 3.60 3.456 in A2 Bars Right of Col#2 Rebar Center to Concrete Edge @ Top = 3 in Bottom Bars 6.0 7 3.60 3.456 in^2 Rebar Center to Concrete Edge @ Bottom = 3 in Top Bars 6.0 7 3.60 3.456 in^2 Applied Loads Applied @ Left Column D Lr L S W E H Axial Load Downward = 0 0 0 0 9.010 0 k Moment(+CW) = 0 0 0 0 0 0 0 k-ft Shear(+X) = 0 0 0 0 0 0 0 k Applied @ Right Column Axial Load Downward = 0 0 0 0 -9.010 -0.010 k Moment(+CW) = 0 0 0 0 0 0 0 k-ft Shear(+X) = 0 0 0 0 0 0 0 k Overburden = 0.115 0 0 0 0 0 s#7 fi#7 647 q 0 _ 647 7 6-#7 1'-7" 5'-11-15/16" C01111b1f1@C>1 FOOtltl File=Y:\CADDDR-110-PROJ-1\NUDELL-1\TROPIC-1\CALCUL-11Enercalcluke.ec6 9 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.0.25 KW-06007042 LIcensee BRYNTESEN STRUCTURAL ENGINEERS ': Description: TOWER COMBINED FOOTING-WIND PERPENDICULAR TO BLDG DESIGN SUMMARY - • Ratio Item Applied Capacity Governing Load Combination PASS 0.6613 Soil Bearing 1.653 ksf 2.50 ksf +0.60D+W+H PASS 1.133 Overturning 39.761 k-ft 45.038 k-ft 0.6D+W PASS No Sliding Sliding 0.0 k 5.039 k No Sliding PASS 2.139 Uplift 9.010 k 19.276 k 0.6D+W PASS 0.03813 1-way Shear-Col#1 3.133 psi 82.158 psi +0.90D+1.60W+1.60H PASS 0.1705 1-way Shear-Col#2 14.011 psi 82.158 psi +1.20D+0.5OLr+0.50L+1.60W PASS 0.03530 2-way Punching-Col#1 5.80 psi 164.317 psi +0.90D+1.60W+1.60H PASS 0.04314 2-way Punching-Col#2 7.088 psi 164.317 psi +1.20D+0.5OLr+0.50L+1.60W PASS 0.000816 Flexure-Left of Col#1-Top -0.2190 k-ft 268.253 k-ft +1.40D PASS No Bending Flexure-Left of Col#1-Bottom 0.0 k-ft 0.0 k-ft N/A PASS 0.007927 Flexure-Between Cols-Top -2.126 k-ft 268.253 k-ft +1.20D+1.6OLr+0.80W PASS 0.04949 Flexure-Between Cols-Bottom 13.277 k-ft 268.253 k-ft +0.90D+1.60W+1.60H PASS 0.007073 Flexure-Right of Col#2-Top -1.897 k-ft 268.253 k-ft +1.20D+0.5OLr+0.50L+1.60W PASS No Bending Flexure-Right of Col#2-Bottom 0.0 k-ft 0.0 k-ft N/A Soil Bearing Eccentricity Actual Soil Bearing Stress Actual I Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 17.11 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+L+H 17.11 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+Lr+H 17.11 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+S+H 17.11 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.75OLr+0.750L+H 17.11 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750L+0.750S+H 17.11 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+W+H 17.11 k -1.490 ft 0.94 ksf 0.00 ksf 2.50 ksf 0.377 +D+0.70E+H 17.10 k -0.001 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750Lr+0.750L+0.750W+H 17.11 k -1.118 It 0.76 ksf 0.00 ksf 2.50 ksf 0.303 +D+0.750Lr+0.750L+0.5250E+H 17.10 k -0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750L+0.750S+0.750W+H 17.11 k -1.118 ft 0.76 ksf 0.00 ksf 2.50 ksf 0.303 +D+0.750L+0.750S+0.5250E+H 17.10 k -0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +0.60D+W+H 10.27 k -2.484 ft 1.65 ksf 0.00 ksf 2.50 ksf 0.661 +0.60D+0.70E+H 10.26 k -0.001 ft 0.21 ksf 0.21 ksf 2.50 ksf 0.086 Overturning Stability Moments about Left Edge k-ft Moments about Right Edge k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D 0.00 0.00 999.000 0.00 0.00 999.000 0.6D+W 39.76 45.04 1.133 14.26 70.54 4.945 0.6D+0.7E 0.03 30.77 996.242 0.01 30.77 999.000 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D 0.00 k 5.04 k 999 0.6D+W 0.00 k 3.02 k 999 0.6D+0.7E 0.00 k 3.02 k 999 Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn 0.6D+0.7E 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +1.40D -0.004 0.020 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.009 0.040 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.013 0.060 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.018 0.080 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.022 0.100 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.026 0.120 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.031 0.140 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.035 0.160 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.039 0.180 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.044 0.200 Top 3.456 Min Temp% 3.600 268.253 0.000 1 ti Combined Footing Fik;=Y:\CADDDR-1\0-PROJ-1\NUDELL-1\TROPIC-1\CALCUL-1\Enercaicluke.ec6 9 ENERCALC,INC.1983.2013,Build:6.13.8.31,Ver.6.0.25 KW-06007042 Licensee,BRYNTESEN STRUCTURAL ENGINEERS Descript .ii 0- Description: TOWER COMBINED FOOTING-WIND PERPENDICULAR TO BLDG Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn +1.40D -0.048 0.220 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.053 0.240 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.057 0.260 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.061 0.280 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.066 0.300 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.070 0.320 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.074 0.340 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.079 0.360 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.083 0.380 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.088 0.400 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.092 0.420 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.096 0.440 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.101 0.460 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.105 0.480 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.109 0.500 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.114 0.520 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.118 0.540 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.123 0.560 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.127 0.580 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.131 0.600 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.40D -0.136 0.620 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.140 0.640 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.145 0.660 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.149 0.680 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.153 0.700 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.158 0.720 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.162 0.740 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.166 0.759 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.171 0.779 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.175 0.799 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.180 0.819 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.184 0.839 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.188 0.859 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.193 0.879 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.197 0.899 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.201 0.919 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.206 0.939 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.210 0.959 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.215 0.979 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.219 0.999 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.223 1.019 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.228 1.039 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.232 1.059 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.236 1.079 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.240 1.099 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.244 1.119 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.248 1.139 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.252 1.159 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.255 1.179 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.259 1.199 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.263 1.219 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.266 1.239 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.270 1.259 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.273 1.279 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.276 1.299 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.279 1.319 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.283 1.339 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.286 1.359 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.289 1.379 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.292 1.399 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.294 1.419 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.297 1.439 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.300 1.459 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.303 1.479 Top 3.456 Min Temp% 3.600 268.253 0.001 r Combined Footin File=Y:1CADDDR-110-PROJ-1\NUDELL-11TROPIC-1\CALCUL-1\EnercalcVuke.ec6 9 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.0.25 Description: TOWER COMBINED FOOTING-WIND PERPENDICULAR TO BLDG Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn +1.40D -0.305 1.499 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.308 1.519 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.310 1.539 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.312 1.559 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.314 1.579 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.317 1.599 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.319 1.619 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.321 1.639 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.323 1.659 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.325 1.679 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.326 1.699 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.328 1.719 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.330 1.739 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.331 1.759 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.333 1.779 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.334 1.799 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.336 1.819 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.337 1.839 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.338 1.859 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.339 1.879 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.340 1.899 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.341 1.919 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.342 1.939 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.343 1.959 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.344 1.979 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.344 1.999 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.345 2.019 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.345 2.039 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.346 2.059 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.346 2.079 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.346 2.099 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.347 2.119 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.347 2.139 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.40D -0.347 2.159 Top 3.456 Min Temp% 3.600 268.253 0.001 +0.90D+1.60W+1.60H 13.277 2.179 Bottom 3.456 Min Temp% 3.600 268.253 0.049 +0.90D+1.60W+1.60H 13.184 2.199 Bottom 3.456 Min Temp% 3.600 268.253 0.049 +0.90D+1.60W+1.60H 13.090 2.219 Bottom 3.456 Min Temp% 3.600 268.253 0.049 +0.90D+1.60W+1.60H 12.996 2.239 Bottom 3.456 Min Temp% 3.600 268.253 0.048 +0.90D+1.60W+1.60H 12.900 2.258 Bottom 3.456 Min Temp% 3.600 268.253 0.048 +0.90D+1.60W+1.60H 12.803 2.278 Bottom 3.456 Min Temp% 3.600 268.253 0.048 +0.90D+1.60W+1.60H 12.705 2.298 Bottom 3.456 Min Temp% 3.600 268.253 0.047 +0.90D+1.60W+1.60H 12.606 2.318 Bottom 3.456 Min Temp% 3.600 268.253 0.047 +0.90D+1.60W+1.60H 12.507 2.338 Bottom 3.456 Min Temp% 3.600 268.253 0.047 +0.90D+1.60W+1.60H 12.406 2.358 Bottom 3.456 Min Temp% 3.600 268.253 0.046 +0.90D+1.60W+1.60H 12.304 2.378 Bottom 3.456 Min Temp% 3.600 268.253 0.046 +0.90D+1.60W+1.60H 12.201 2.398 Bottom 3.456 Min Temp% 3.600 268.253 0.045 +0.90D+1.60W+1.60H 12.097 2.418 Bottom 3.456 Min Temp% 3.600 268.253 0.045 +0.90D+1.60W+1.60H 11.992 2.438 Bottom 3.456 Min Temp% 3.600 268.253 0.045 +0.90D+1.60W+1.60H 11.886 2.458 Bottom 3.456 Min Temp% 3.600 268.253 0.044 +0.90D+1.60W+1.60H 11.779 2.478 Bottom 3.456 Min Temp% 3.600 268.253 0.044 +0.90D+1.60W+1.60H 11.671 2.498 Bottom 3.456 Min Temp% 3.600 268.253 0.044 +0.90D+1.60W+1.60H 11.561 2.518 Bottom 3.456 Min Temp% 3.600 268.253 0.043 +0.90D+1.60W+1.60H 11.451 2.538 Bottom 3.456 Min Temp% 3.600 268.253 0.043 +0.90D+1.60W+1.60H 11.340 2.558 Bottom 3.456 Min Temp% 3.600 268.253 0.042 +0.90D+1.60W+1.60H 11.228 2.578 Bottom 3.456 Min Temp% 3.600 268.253 0.042 +0.90D+1.60W+1.60H 11.115 2.598 Bottom 3.456 Min Temp% 3.600 268.253 0.041 +0.90D+1.60W+1.60H 11.000 2.618 Bottom 3.456 Min Temp% 3.600 268.253 0.041 +0.90D+1.60W+1.60H 10.885 2.638 Bottom 3.456 Min Temp% 3.600 268.253 0.041 +0.90D+1.60W+1.60H 10.769 2.658 Bottom 3.456 Min Temp% 3.600 268.253 0.040 +0.90D+1.60W+1.60H 10.652 2.678 Bottom 3.456 Min Temp% 3.600 268.253 0.040 +0.90D+1.60W+1.60H 10.533 2.698 Bottom 3.456 Min Temp% 3.600 268.253 0.039 +0.90D+1.60W+1.60H 10.414 2.718 Bottom 3.456 Min Temp% 3.600 268.253 0.039 +0.90D+1.60W+1.60H 10.293 2.738 Bottom 3.456 Min Temp% 3.600 268.253 0.038 +0.90D+1.60W+1.60H 10.172 2.758 Bottom 3.456 Min Temp% 3.600 268.253 0.038 File=Y:\CADDDR-1\0-PROD-1\NUDELL-1\TROPIC-1\CALCUL-1\EnercalcVuke.ec6 Combined Footing ENERCALC,INC.1983.2013,Build:6.13.8.31,Ver.6.0.25 11 Tro- Description: TOWER COMBINED FOOTING-WIND PERPENDICULAR TO BLDG Footing Flexure•Maximum Values for Load Combination Distance Tension Governed Load Combination- Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn +0.90D+1.60W+1.60H 10.050 2.778 Bottom 3.456 Min Temp% 3.600 268.253 0.037 +0.90D+1.60W+1.60H 9.926 2.798 Bottom 3.456 Min Temp% 3.600 268.253 0.037 +0.90D+1.60W+1.60H 9.802 2.818 Bottom 3.456 Min Temp% 3.600 268.253 0.037 +0.90D+1.60W+1.60H 9.676 2.838 Bottom 3.456 Min Temp% 3.600 268.253 0.036 +0.90D+1.60W+1.60H 9.549 2.858 Bottom 3.456 Min Temp% 3.600 268.253 0.036 +0.90D+1.60W+1.60H 9.422 2.878 Bottom 3.456 Min Temp% 3.600 268.253 0.035 +0.90D+1.60W+1.60H 9.293 2.898 Bottom 3.456 Min Temp% 3.600 268.253 0.035 +0.901)+1.60W+1.60H 9.164 2.918 Bottom 3.456 Min Temp% 3.600 268.253 0.034 +0.90D+1.60W+1.60H 9.033 2.938 Bottom 3.456 Min Temp% 3.600 268.253 0.034 +0.90D+1.60W+1.60H 8.901 2.958 Bottom 3.456 Min Temp% 3.600 268.253 0.033 +0.90D+1.60W+1.60H 8.769 2.978 Bottom 3.456 Min Temp% 3.600 268.253 0.033 +0.90D+1.60W+1.60H 8.635 2.998 Bottom 3.456 Min Temp% 3.600 268.253 0.032 +0.90D+1.60W+1.60H 8.500 3.018 Bottom 3.456 Min Temp% 3.600 268.253 0.032 +0.90D+1.60W+1.60H 8.364 3.038 Bottom 3.456 Min Temp% 3.600 268.253 0.031 +0.90D+1.60W+1.60H 8.227 3.058 Bottom 3.456 Min Temp% 3.600 268.253 0.031 +0.90D+1.60W+1.60H 8.090 3.078 Bottom 3.456 Min Temp% 3.600 268.253 0.030 +0.90D+1.60W+1.60H 7.951 3.098 Bottom 3.456 Min Temp% 3.600 268.253 0.030 +0.901)+1.60W+1.60 H 7.811 3.118 Bottom 3.456 Min Temp% 3.600 268.253 0.029 +0.90D+1.60W+1.60H 7.670 3.138 Bottom 3.456 Min Temp% 3.600 268.253 0.029 +0.90D+1.60W+1.60H 7.528 3.158 Bottom 3.456 Min Temp% 3.600 268.253 0.028 +0.90D+1.60W+1.60H 7.385 3.178 Bottom 3.456 Min Temp% 3.600 268.253 0.028 +0.90D+1.60W+1.60H 7.241 3.198 Bottom 3.456 Min Temp% 3.600 268.253 0.027 +0.90D+1.60W+1.60H 7.096 3.218 Bottom 3.456 Min Temp% 3.600 268.253 0.026 +0.90D+1.60W+1.60H 6.950 3.238 Bottom 3.456 Min Temp% 3.600 268.253 0.026 +0.90D+1.60W+1.60H 6.803 3.258 Bottom 3.456 Min Temp% 3.600 268.253 0.025 +0.90D+1.60W+1.60H 6.655 3.278 Bottom 3.456 Min Temp% 3.600 268.253 0.025 +0.90D+1.60W+1.60H 6.506 3.298 Bottom 3.456 Min Temp% 3.600 268.253 0.024 +0.90D+1.60W+1.60H 6.355 3.318 Bottom 3.456 Min Temp% 3.600 268.253 0.024 +0.90D+1.60W+1.60H 6.204 3.338 Bottom 3.456 Min Temp% 3.600 268.253 0.023 +0.90D+1.60W+1.60H 6.052 3.358 Bottom 3.456 Min Temp% 3.600 268.253 0.023 +0.90D+1.60W+1.60H 5.899 3.378 Bottom 3.456 Min Temp% 3.600 268.253 0.022 +0.90D+1.60W+1.60H 5.745 3.398 Bottom 3.456 Min Temp% 3.600 268.253 0.021 +0.90D+1.60W+1.60H 5.589 3.418 Bottom 3.456 Min Temp% 3.600 268.253 0.021 +0.90D+1.60W+1.60H 5.433 3.438 Bottom 3.456 Min Temp% 3.600 268.253 0.020 +0.90D+1.60W+1.60H 5.276 3.458 Bottom 3.456 Min Temp% 3.600 268.253 0.020 +0.90D+1.60W+1.60H 5.117 3.478 Bottom 3.456 Min Temp% 3.600 268.253 0.019 +0.90D+1.60W+1.60H 4.958 3.498 Bottom 3.456 Min Temp% 3.600 268.253 0.018 +0.90D+1.60W+1.60H 4.798 3.518 Bottom 3.456 Min Temp% 3.600 268.253 0.018 +0.90D+1.60W+1.60H 4.636 3.538 Bottom 3.456 Min Temp% 3.600 268.253 0.017 +0.90D+1.60W+1.60H 4.474 3.558 Bottom 3.456 Min Temp% 3.600 268.253 0.017 +0.90D+1.60W+1.60H 4.310 3.578 Bottom 3.456 Min Temp% 3.600 268.253 0.016 +0.90D+1.60W+1.60H 4.146 3.598 Bottom 3.456 Min Temp% 3.600 268.253 0.015 +0.90D+1.60W+1.60H 3.980 3.618 Bottom 3.456 Min Temp% 3.600 268.253 0.015 +0.90D+1.60W+1.60H 3.814 3.638 Bottom 3.456 Min Temp% 3.600 268.253 0.014 +0.90D+1.60W+1.60H 3.646 3.658 Bottom 3.456 Min Temp% 3.600 268.253 0.014 +0.90D+1.60W+1.60H 3.477 3.678 Bottom 3.456 Min Temp% 3.600 268.253 0.013 +0.90D+1.60W+1.60H 3.308 3.698 Bottom 3.456 Min Temp% 3.600 268.253 0.012 +0.90D+1.60W+1.60H 3.137 3.718 Bottom 3.456 Min Temp% 3.600 268.253 0.012 +0.90D+1.60W+1.60H 2.965 3.738 Bottom 3.456 Min Temp% 3.600 268.253 0.011 +0.90D+1.60W+1.60H 2.793 3.757 Bottom 3.456 Min Temp% 3.600 268.253 0.010 +0.90D+1.60W+1.60H 2.619 3.777 Bottom 3.456 Min Temp% 3.600 268.253 0.010 +0.90D+1.60W+1.60H 2.444 3.797 Bottom 3.456 Min Temp% 3.600 268.253 0.009 +0.90D+1.60W+1.601-1 2.268 3.817 Bottom 3.456 Min Temp% 3.600 268.253 0.008 +1.20D+1.60Lr+0.80W -2.176 3.837 Top 3.456 Min Temp% 3.600 268.253 0.008 +1.20D+1.60Lr+0.80W -2.224 3.857 Top 3.456 Min Temp% 3.600 268.253 0.008 +1.20D+1.60Lr+0.80W -2.270 3.877 Top 3.456 Min Temp% 3.600 268.253 0.008 +1.20D+1.60Lr+0.80W -2.314 3.897 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+1.60Lr+0.80W -2.355 3.917 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+1.60Lr+0.80W -2.395 3.937 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+1.60Lr+0.80W -2.432 3.957 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+1.60Lr+0.80W -2.467 3.977 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+1.60Lr+0.80W -2.501 3.997 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+1.60Lr+0.80W -2.532 4.017 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+1.60Lr+0.80W -2.561 4.037 Top 3.456 Min Temp% 3.600 268.253 0.010 Combined Footle File=Y:\CADDDR-1\0-PROJ-1\NUDELL-1\TROPIC-1\CALCUL-1\EnercalcVuke.ec6 Footing ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.0.25 �i �• Description: TOWER COMBINED FOOTING-WIND PERPENDICULAR TO BLDG Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu I PhiMn +1.20D+1.60Lr+0.80W -2.588 4.057 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.613 4.077 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.636 4.097 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.657 4.117 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.675 4.137 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.692 4.157 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.707 4.177 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.720 4.197 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.731 4.217 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.739 4.237 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.746 4.257 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.751 4.277 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.754 4.297 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.755 4.317 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.754 4.337 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.752 4.357 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.747 4.377 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.740 4.397 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.732 4.417 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.721 4.437 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.709 4.457 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.695 4.477 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.679 4.497 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.661 4.517 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.641 4.537 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+1.60Lr+0.80W -2.619 4.557 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+0.50Lr+0.50L+1.60W -2.613 4.577 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+0.50Lr+0.50L+1.60W -2.615 4.597 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+0.50Lr+0.50L+1.60W -2.614 4.617 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+0.50Lr+0.50L+1.60W -2.609 4.637 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+0.50Lr+0.50L+1.60W -2.600 4.657 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+0.50Lr+0.50L+1.60W -2.588 4.677 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+0.50Lr+0.50L+1.60W -2.572 4.697 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+0.50Lr+0.50L+1.60W -2.553 4.717 Top 3.456 Min Temp% 3.600 268.253 0.010 +1.20D+0.50Lr+0.50L+1.60W -2.529 4.737 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+0.50Lr+0.50L+1.60W -2.503 4.757 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+0.50Lr+0.50L+1.60W -2.472 4.777 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+0.50Lr+0.50L+1.60W -2.438 4.797 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+0.50Lr+0.50L+1.60W -2.400 4.817 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+0.50Lr+0.50L+1.60W -2.359 4.837 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+0.50Lr+0.50L+1.60W -2.314 4.857 Top 3.456 Min Temp% 3.600 268.253 0.009 +1.20D+0.50Lr+0.50L+1.60W -2.265 4.877 Top 3.456 Min Temp% 3.600 268.253 0.008 +1.20D+0.50Lr+0.50L+1.60W -2.213 4.897 Top 3.456 Min Temp% 3.600 268.253 0.008 +1.20D+0.50Lr+0.50L+1.60W -2.157 4.917 Top 3.456 Min Temp% 3.600 268.253 0.008 +1.20D+0.50Lr+0.50L+1.60W -2.098 4.937 Top 3.456 Min Temp% 3.600 268.253 0.008 +1.20D+0.50Lr+0.50L+1.60W -2.035 4.957 Top 3.456 Min Temp% 3.600 268.253 0.008 +1.20D+0.50Lr+0.50L+1.60W -1.968 4.977 Top 3.456 Min Temp% 3.600 268.253 0.007 +1.20D+0.50Lr+0.50L+1.60W -1.897 4.997 Top 3.456 Min Temp% 3.600 268.253 0.007 +1.20D+0.50Lr+0.50L+1.60W -1.826 5.017 Top 3.456 Min Temp% 3.600 268.253 0.007 +1.20D+0.50Lr+0.50L+1.60W -1.756 5.037 Top 3.456 Min Temp% 3.600 268.253 0.007 +1.20D+0.50Lr+0.50L+1.60W -1.687 5.057 Top 3.456 Min Temp% 3.600 268.253 0.006 +1.20D+0.50Lr+0.50L+1.60W -1.620 5.077 Top 3.456 Min Temp% 3.600 268.253 0.006 +1.20D+0.50Lr+0.50L+1.60W -1.554 5.097 Top 3.456 Min Temp% 3.600 268.253 0.006 +1.20D+0.50Lr+0.50L+1.60W -1.489 5.117 Top 3.456 Min Temp% 3.600 268.253 0.006 +1.20D+0.50Lr+0.50L+1.60W -1.426 5.137 Top 3.456 Min Temp% 3.600 268.253 0.005 +1.20D+0.50Lr+0.50L+1.60W -1.364 5.157 Top 3.456 Min Temp% 3.600 268.253 0.005 +1.20D+0.50Lr+0.50L+1.60W -1.304 5.177 Top 3.456 Min Temp% 3.600 268.253 0.005 +1.20D+0.50Lr+0.50L+1.60W -1.244 5.197 Top 3.456 Min Temp% 3.600 .268.253 0.005 +1.20D+0.50Lr+0.50L+1.60W -1.187 5.217 Top 3.456 Min Temp% 3.600 268.253 0.004 +1.20D+0.50Lr+0.50L+1.60W -1.130 5.237 Top 3.456 Min Temp% 3.600 268.253 0.004 +1.20D+0.50Lr+0.50L+1.60W -1.075 5.256 Top 3.456 Min Temp% 3.600 268.253 0.004 +1.20D+0.50Lr+0.50L+1.60W -1.021 5.276 Top 3.456 Min Temp% 3.600 268.253 0.004 +1.20D+0.50Lr+0.50L+1.60W -0.969 5.296 Top 3.456 Min Temp% 3.600 268.253 0.004 +1.20D+0.50Lr+0.50L+1.60W -0.918 5.316 Top 3.456 Min Temp% 3.600 268.253 0.003 File=Y:\CADDDR- 0PROJ-1WUDELL-1\TROPIC-1\CALCUL-1\EnercalcVuke.ec6Combined Footing ENERCALC,INC.1983.2013,Buik1:6.13.8.31,Vec6.0.25 KW-06007042 Licensee:BRYNITESEN STRUCTURAL ENGINEERS Description: TOWER COMBINED FOOTING-WIND PERPENDICULAR TO BLDG Footing Flexure•Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn +1.20D+0.50Lr-450L+1.60W -0.869 5.336 Top 3.456 Min Temp% 3.600 268.253 0.003 +1.20D+0.50Lr+0.50L+1.60W -0.820 5.356 Top 3.456 Min Temp% 3.600 268.253 0.003 +1.20D+0.50Lr+0.50L+1.60W -0.774 5.376 Top 3.456 Min Temp% 3.600 268.253 0.003 +1.20D+0.50Lr+0.50L+1.60W -0.728 5.396 Top 3.456 Min Temp% 3.600 268.253 0.003 +1.20D+0.50Lr+0.50L+1.60W -0.684 5.416 Top 3.456 Min Temp% 3.600 268.253 0.003 +1.20D+0.50Lr+0.50L+1.60W -0.641 5.436 Top 3.456 Min Temp% 3.600 268.253 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.600 5.456 Top 3.456 Min Temp% 3.600 268.253 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.560 5.476 Top 3.456 Min Temp% 3.600 268.253 0.002 +1.20D40.5OLr+0.50L+1.60W -0.521 5.496 Top 3.456 Min Temp% 3.600 268.253 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.484 5.516 Top 3.456 Min Temp% 3.600 268.253 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.448 5.536 Top 3.456 Min Temp% 3.600 268.253 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.414 5.556 Top 3.456 Min Temp% 3.600 268.253 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.380 5.576 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.349 5.596 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.318 5.616 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.289 5.636 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.261 5.656 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.235 5.676 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.210 5.696 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.187 5.716 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.164 5.736 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.144 5.756 Top 3.456 Min Temp% 3.600 268.253 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.124 5.776 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.106 5.796 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.089 5.816 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.074 5.836 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.060 5.856 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.047 5.876 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.036 5.896 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.026 5.916 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.017 5.936 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.010 5.956 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.004 5.976 Top 3.456 Min Temp% 3.600 268.253 0.000 +1.20D+0.50Lr+0.50L+1.60W 0.000 5.996 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vin vu @ Col#1 vu @ Col#2 Phi Vin vu @ Col#1 vu @ Col#2 +1.40D 82.16 psi 2.95 psi 0.12 psi 164.32 psi 1.32 psi 1.32 psi +1.20D+0.50Lr+1.60L+1.60H 82.16 psi 2.53 psi 0.10 psi 164.32 psi 1.13psi 1.13psi +1.20D+1.60L+0.50S+1.60H 82.16 psi 2.53 psi 0.10 psi 164.32 psi 1.13psi 1.13 psi +1.20D+1.60Lr+0.50L 82.16 psi 2.53 psi 0.10 psi 164.32 psi 1.13psi 1.13 psi +1.20D+1.60Lr+0.80W 82.16 psi 1.12 psi 7.53 psi 164.32 psi 1.64psi 2.93 psi +1.20D+0.50L+1.60S 82.16 psi 2.53 psi 0.10 psi 164.32 psi 1.13psi 1.13 psi +1.20D+1.60S+0.80W 82.16 psi 1.12 psi 7.53 psi 164.32 psi 1.64psi 2.93 psi +1.20D+0.50Lr+0.50L+1.60W 82.16 psi 1.23 psi 14.01 psi 164.32 psi 4.49psi 7.09 psi +1.20D+0.50L+0.50S+1.60W 82.16 psi 1.23 psi 14.01 psi 164.32 psi 4.49psi 7.09 psi +1.20D+0.50L+0.70S+E 82.16 psi 2.53 psi 0.11 psi 164.32 psi 1.13psi 1.13 psi +0.90D+1.60W+1.60H 82.16 psi 3.13 psi 12.72 psi 164.32 psi 5.80psi 7.03 psi +0.90D+E+1.60H 82.16 psi 1.89 psi 0.08 psi 164.32 psi 0.85psi 0.85 psi I � Combined FOOtltl File=Y:1CADDDR-1\0-PROJ-IWUDELL-11TROPIC-I\CALCUL-11EnercalcVuke.ec6 9 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.0.25 r ii r. EERS Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(POSITIVE X) Code References Calculations per Load Combinations Used: IBC 2006 General Information Material Properties Analysis/Design Settings fc:Concrete 28 day strength 3 ksi Calculate footing weight as dead load? Yes fy:Rebar Yield 60 ksi Calculate Pedestal weight as dead load? No Ec:Concrete Elastic Modulus 3122 ksi Min Steel%Bending Reinf(based on'd') Concrete Density 145 pcf Min Allow%Temp Reinf(based on thick) 0.0018 Phi Values Flexure: 0.9 Min.Overturning Safety Factor 1.0: 1 Shear: 0.750 Min.Sliding Safety Factor 1.0:1 Soil Information ' Allowable Soil Bearing 2.5 ksf Soil Bearing Increase Increase Bearing By Footing Weight No Footing base depth below soil surface 0 ft Soil Passive Sliding Resistance 250 pcf Increases based on footing Depth....Allowable Allowable pressure increase per foot 0 ksf when base of footing is below 0 ft Coefficient of Soil/Concrete Friction 0.3 Increases based on footing Width... Allowable pressure increase per foot 0 ksf when maximum length or width is greater than 0 ft Maximum Allowed Bearing Pressure 10 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 2.50 ksf (Allowable Soil Bearing adjusted for footing weight and depth&width increases as specified by user) Dimensions&Reinforcing Distance Left of Column#1 = 2.833 ft Pedestal dimensions... Col#1 Col#2 As As Between Columns = 4 ftSq.Dim. = 14 14 in Bars left of Col#1 Count Size# Actual Req'd Distance Right of Column#2= 1.167 ft Height = 0 0 in Bottom Bars 6.0 7 3.60 2.592 in^2 Total Footing Length = 8.0 ft Top Bars 6.0 7 3.60 2.592 in 2 Bars Btwn Cols Footing Width = 6 ft Bottom Bars 6.0 7 3.60 2.592 in^2 Footing Thickness = 20 in Top Bars 6.0 7 3.60 2.592 in^2 Rebar Center to Concrete EdBars Right of Col/2 9e @ Top = 3 in ^Bottom Bars 6.0 7 3.60 2.592 in 2 Rebar Center to Concrete Edge @ Bottom = 3 in Top Bars 6.0 7 3.60 2.592 in^2 Applied Loads Applied @ Left Column D Lr L S W E H Axial Load Downward = 0 0 0 0 -8.420 0 k Moment(+CW) = 0 0 0 0 0 0 0 k-ft Shear(+X) = 0 0 0 0 0 0 0 k Applied @ Right Column Axial Load Downward = 0 0 0 0 10.650 0 k Moment(+CW) = 0 0 0 0 0 0 0 k-ft Shear(+X) = 0 0 0 0 0 0 0 k Overburden = 0.115 0 0 0 0 0 6-107 6-47 0<#7 o N i! ZD '- N 6-#7 6-#7 "7 2'-10" 4'-0" -1/ „ 8'-0'• Combined Footing File=Y:\CADDDR-110•PROJ-1\NUDELL-1\TROPIC-1\CALCUL-1\EnercaicVuke.ec6 9 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.0.25- KW-06007042 Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(POSITIVE X) DESIGN SUMMARY • Ratio Item Applied Capacity Governing Load Combination PASS 0.6901 Soil Bearin11 g 1.725 ksf 2.50 ksf +0.60D+W+H PASS 1.230 Overturning 43.506 k-ft 53.517 k-ft 0.6D+W PASS No Sliding Sliding 0.0 k 5.042 k No Sliding PASS 2.485 Uplift 8.420 k 20.923 k 0.6D+W PASS 0.06751 1-way Shear-Col#1 5.546 psi 82.158 psi +0.90D+1.60W+1.60H PASS 0.2485 1-way Shear-Col#2 20.413 psi 82.158 psi +1.20D+0.50Lr+0.50L+1.60W PASS 0.03775 2-way Punching-Col#1 6.204 psi 164.317 psi +0.90D+1.60W+1.60H PASS 0.06270 2-way Punching-Col#2 10.302 psi 164.317 psi +1.20D+0.50Lr+0.50L+1.60W PASS 0.001462 Flexure-Left of Col#1-Top -0.3886 k-ft 265.871 k-ft +1.40D PASS No Bending Flexure-Left of Col#1-Bottom 0.0 k-ft 0.0 k-ft N/A PASS 0.02864 Flexure-Between Cols-Top -7.615 k-ft 265.871 k-ft +1.20D+1.60Lr+0.80W PASS 0.03080 Flexure-Between Cols-Bottom 8.189 k-ft 265.871 k-ft +0.90D+1.60W+1.60H PASS 0.000558 Flexure-Right of Col#2-Top -0.1483 k-ft 265.871 k-ft +1.40D PASS 0.009216 Flexure-Right of Col#2-Bottom 2.450 k-ft 265.871 k-ft +0.90D+1.60W+1.60H Soil Bearing Eccentricity Actual Soil Bearing Stress Actual I Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+L+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+Lr+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+S+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750Lr+0.750L+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750L+0.750S+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+W+H 19.35 k 2.067 ft 0.00 ksf 1.11 ksf 2.50 ksf 0.444 +D+0.70E+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.75OLr+0.750L+0.750W+H 18.79 k 1.596 ft 0.00 ksf 0.87 ksf 2.50 ksf 0.347 +D+0.750Lr+0.750L+0.5250E+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750L+0.750S+0.750W+H 18.79 k 1.596 ft 0.00 ksf 0.87 ksf 2.50 ksf 0.347 +D+0.750L+0.750S+0.5250E+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +0.60D+W+H 12.50 k 3.199 ft 0.00 ksf 1.73 ksf 2.50 ksf 0.690 ksf 0.086 + 1 ksf 0.21 ksf 2.50 s +0.60D+0.70E H 10.27 k 0.000 ft 0.2 s Overturning Stability Moments about Left Edge k-ft Moments about Right Edge k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D 0.00 0.00 999.000 0.00 0.00 999.000 0.6D+W 23.85 113.86 4.773 43.51 53.52 1.230 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D 0.00 k 5.04 k 999 0.6D+W 0.00 k 3.69 k 999 Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn 0.6D+W 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +1.40D -0.005 0.027 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.009 0.053 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.014 0.080 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.401D -0.019 0.107 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.401D -0.023 0.133 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.028 0.160 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.032 0.187 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.037 0.213 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.401D -0.042 0.240 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.401D -0.046 0.267 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.401D -0.051 0.293 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.056 0.320 Top 2.592 Min Temp% 3.600 265.871 0.000 l Combined FootingFile=Y:1CADDDR-110-PROJ-1\NUDELL-1\TROPIC-1\CALCUL-1\EnercalcVuke.ec6 ENERCAL198 C,INC. 3.2013,Build:6.13.8.31,Ver:6.0.25 KW-06007042 Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(POSITIVE X) Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 Philk +1.40D -0.060 0.347 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.065 0.373 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.069 0.400 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.074 0.427 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.079 0.453 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.083 0.480 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.088 0.507 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.093 0.533 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.097 0.560 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.102 0.587 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.106 0.613 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.111 0.640 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.116 0.667 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.120 0.693 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.125 0.720 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.130 0.747 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.134 0.773 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.139 0.800 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.143 0.827 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.148 0.853 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.153 0.880 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.157 0.907 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.162 0.933 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.167 0.960 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.171 0.987 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.176 1.013 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.180 1.040 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.185 1.067 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.190 1.093 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.194 1.120 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.199 1.147 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.204 1.173 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.208 1.200 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.213 1.227 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.217 1.253 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.222 1.280 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.227 1.307 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.231 1.333 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.236 1.360 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.241 1.387 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.245 1.413 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.250 1.440 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.254 1.467 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.259 1.493 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.264 1.520 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.268 1.547 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.273 1.573 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.278 1.600 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.282 1.627 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.287 1.653 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.291 1.680 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.296 1.707 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.301 1.733 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.305 1.760 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.310 1.787 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.315 1.813 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.319 1.840 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.324 1.867 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.328 1.893 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.333 1.920 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.338 1.947 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.342 1.973 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.347 2.000 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.352 2.027 Top 2.592 Min Temp% 3.600 265.871 0.001 C0111b117@d FOOtI�I File=Y:\CADDDR-1\0-PROJ-1WUDELL^1\TROPIGI\CALCUL-i\Enercalcvuke.ec6 9 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.0.25 r:rr r1111IN ill:TJ 114 lei 1 1 14 4.4; Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(POSITIVE X) Footing Flexure-Maximum Values for Load Combination Distance Tension Govenned Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn +1.40D -0.356 2.053 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.361 2.080 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.366 2.107 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.370 2.133 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.375 2.160 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.379 2.187 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.384 2.213 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.389 2.240 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.393 2.267 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.398 2.293 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.402 2.320 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.406 2.347 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.410 2.373 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.414 2.400 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.418 2.427 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.422 2.453 Top 2.592 Min Temp% 3.600 265.871 0.002 + T 2.592 Min Tem /0 3.600 265.871 0.002 1.40D -0.425 2.480 op p +1.40D -0.429 2.507 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.432 2.533 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.435 2.560 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.438 2.587 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.441 2.613 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.444 2.640 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.446 2.667 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.449 2.693 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.451 2.720 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.453 2.747 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.455 2.773 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.457 2.800 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.459 2.827 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.461 2.853 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.462 2.880 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.464 2.907 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.465 2.933 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.466 2.960 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.467 2.987 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.468 3.013 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.469 3.040 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.469 3.067 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.093 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.120 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.147 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.173 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.200 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.227 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.253 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.469 3.280 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.469 3.307 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.468 3.333 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.467 3.360 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.466 3.387 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.465 3.413 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.20D+1.60Lr+0.80W -7.615 3.440 Top 2.592 Min Temp% 3.600 265.871 0.029 +1.20D+1.60Lr+0.80W -7.571 3.467 Top 2.592 Min Temp% 3.600 265.871 0.028 +1.20D+1.60Lr+0.80W -7.527 3.493 Top 2.592 Min Temp% 3.600 265.871 0.028 +1.20D+1.60Lr+0.80W -7.483 3.520 Top 2.592 Min Temp% 3.600 265.871 0.028 +1.20D+1.60Lr+0.80W -7.439 3.547 Top 2.592 Min Temp% 3.600 265.871 0.028 +1.20D+1.60Lr+0.80W -7.396 3.573 Top 2.592 Min Temp% 3.600 265.871 0.028 +1.20D+1.60Lr+0.80W -7.352 3.600 Top 2.592 Min Temp% 3.600 265.871 0.028 +1.20D+1.60Lr+0.80W -7.309 3.627 Top 2.592 Min Temp% 3.600 265.871 0.027 +1.20D+1.60Lr+0.80W -7.265 3.653 Top 2.592 Min Temp% 3.600 265.871 0.027 +1.20D+1.60Lr+0.80W -7.222 3.680 Top 2.592 Min Temp% 3.600 265.871 0.027 +1.20D+1.60Lr+0.80W -7.178 3.707 Top 2.592 Min Temp% 3.600 265.871 0.027 +1.20D+1.60Lr+0.80W -7.135 3.733 Top 2.592 Min Temp% 3.600 265.871 0.027 f • File=Y:\CADDDR-1\0-PRO-1WUDELL-1\TROPIC-1\CALCL-1\EnercalcVUke.ec6Combined Footing ENERCALC,INC.1983-2013,BUk6.13.8.31, Ver.6.0.25 r:rr r Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(POSITIVE X) Footing Flexure•Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn +1.20D+1.60Lr+0.80W -7.092 3.760 Top 2.592 Min Temp% 3.600 265.871 0.027 +1.20D+1.60Lr+0.80W -7.048 3.787 Top 2.592 Min Temp% 3.600 265.871 0.027 +1.20D+1.60Lr+0.80W -7.005 3.813 Top 2.592 Min Temp% 3.600 265.871 0.026 +1.20D+1.60Lr+0.80W -6.961 3.840 Top 2.592 Min Temp% 3.600 265.871 0.026 +1.20D+1.60Lr+0.80W -6.917 3.867 Top 2.592 Min Temp% 3.600 265.871 0.026 +1.20D+1.60Lr+0.80W -6.874 3.893 Top 2.592 Min Temp% 3.600 265.871 0.026 +1.20D+1.60Lr+0.80W -6.830 3.920 Top 2.592 Min Temp% 3.600 265.871 0.026 +1.20D+1.60Lr+0.80W -6.786 3.947 Top 2.592 Min Temp% 3.600 265.871 0.026 +1.20D+1.60Lr+0.80W -6.742 3.973 Top 2.592 Min Temp% 3.600 265.871 0.025 +1.20D+1.60Lr+0.80W -6.698 4.000 Top 2.592 Min Temp% 3.600 265.871 0.025 +1.20D+1.60Lr+0.80W -6.653 4.027 Top 2.592 Min Temp% 3.600 265.871 0.025 +1.20D+1.60Lr+0.80W -6.609 4.053 Top 2.592 Min Temp% 3.600 265.871 0.025 +1.20D+1.60Lr+0.80W -6.564 4.080 Top 2.592 Min Temp% 3.600 265.871 0.025 +1.20D+1.60Lr+0.80W -6.519 4.107 Top 2.592 Min Temp% 3.600 265.871 0.025 +1.20D+1.60Lr+0.80W -6.474 4.133 Top 2.592 Min Temp% 3.600 265.871 0.024 +1.20D+1.60Lr+0.80W -6.429 4.160 Top 2.592 Min Temp% 3.600 265.871 0.024 +1.20D+1.60Lr+0.80W -6.383 4.187 Top 2.592 Min Temp% 3.600 265.871 0.024 +1.20D+1.60Lr+0.80W -6.337 4.213 Top 2.592 Min Temp% 3.600 265.871 0.024 +1.20D+1.60Lr+0.80W -6.291 4.240 Top 2.592 Min Temp% 3.600 265.871 0.024 +1.20D+1.60Lr+0.80W -6.245 4.267 Top 2.592 Min Temp% 3.600 265.871 0.023 +1.20D+1.60Lr+0.80W -6.198 4.293 Top 2.592 Min Temp% 3.600 265.871 0.023 +1.20D+1.60Lr+0.80W -6.151 4.320 Top 2.592 Min Temp% 3.600 265.871 0.023 +1.20D+1.60Lr+0.80W -6.104 4.347 Top 2.592 Min Temp% 3.600 265.871 0.023 +1.20D+1.60Lr+0.80W -6.056 4.373 Top 2.592 Min Temp% 3.600 265.871 0.023 +1.20D+1.60Lr+0.80W -6.008 4.400 Top 2.592 Min Temp% 3.600 265.871 0.023 +1.20D+1.60Lr+0.80W -5.960 4.427 Top 2.592 Min Temp% 3.600 265.871 0.022 +1.20D+1.60Lr+0.80W -5.911 4.453 Top 2.592 Min Temp% 3.600 265.871 0.022 +1.20D+1.60Lr+0.80W -5.862 4.480 Top 2.592 Min Temp% 3.600 265.871 0.022 +1.20D+1.60Lr+0.80W -5.812 4.507 Top 2.592 Min Temp% 3.600 265.871 0.022 +1.20D+1.60Lr+0.80W -5.762 4.533 Top 2.592 Min Temp% 3.600 265.871 0.022 +1.20D+1.60Lr+0.80W -5.712 4.560 Top 2.592 Min Temp% 3.600 265.871 0.021 +1.20D+1.60Lr+0.80W -5.661 4.587 Top 2.592 Min Temp% 3.600 265.871 0.021 +1.20D+1.60Lr+0.80W -5.610 4.613 Top 2.592 Min Temp% 3.600 265.871 0.021 +1.20D+1.60Lr+0.80W -5.558 4.640 Top 2.592 Min Temp% 3.600 265.871 0.021 +1.20D+1.60Lr+0.80W -5.505 4.667 Top 2.592 Min Temp% 3.600 265.871 0.021 +1.20D+1.60Lr+0.80W -5.453 4.693 Top 2.592 Min Temp% 3.600 265.871 0.021 +1.20D+1.6OLr+0.80W -5.399 4.720 Top 2.592 Min Temp% 3.600 265.871 0.020 +1.20D+1.60Lr+0.80W -5.345 4.747 Top 2.592 Min Temp% 3.600 265.871 0.020 +1.20D+1.60Lr+0.80W -5.291 4.773 Top 2.592 Min Temp% 3.600 265.871 0.020 +1.20D+1.60Lr+0.80W -5.236 4.800 Top 2.592 Min Temp% 3.600 265.871 0.020 +1.20D+1.60Lr+0.80W -5.180 4.827 Top 2.592 Min Temp% 3.600 265.871 0.019 +1.20D+1.60Lr+0.80W -5.124 4.853 Top 2.592 Min Temp% 3.600 265.871 0.019 +1.20D+1.60Lr+0.80W -5.067 4.880 Top 2.592 Min Temp% 3.600 265.871 0.019 +1.20D+1.60Lr+0.80W -5.010 4.907 Top 2.592 Min Temp% 3.600 265.871 0.019 +1.20D+1.60Lr+0.80W 4.951 4.933 Top 2.592 Min Temp% 3.600 265.871 0.019 +1.20D+1.60Lr+0.80W -4.893 4.960 Top 2.592 Min Temp% 3.600 265.871 0.018 +1.20D+1.60Lr+0.80W -4.833 4.987 Top 2.592 Min Temp% 3.600 265.871 0.018 +0.90D+1.60W+1.60H 4.918 5.013 Bottom 2.592 Min Temp% 3.600 265.871 0.018 +0.90D+1.60W+1.60H 5.020 5.040 Bottom 2.592 Min Temp% 3.600 265.871 0.019 +0.90D+1.60W+1.60H 5.120 5.067 Bottom 2.592 Min Temp% 3.600 265.871 0.019 +0.90D+1.60W+1.60H 5.219 5.093 Bottom 2.592 Min Temp% 3.600 265.871 0.020 +0.90D+1.60W+1.60H 5.317 5.120 Bottom 2.592 Min Temp% 3.600 265.871 0.020 +0.90D+1.60W+1.60H 5.413 5.147 Bottom 2.592 Min Temp% 3.600 265.871 0.020 +0.90D+1.60W+1.60H 5.508 5.173 Bottom 2.592 Min Temp% 3.600 265.871 0.021 +0.90D+1.60W+1.60H 5.602 5.200 Bottom 2.592 Min Temp% 3.600 265.871 0.021 +0.90D+1.60W+1.60H 5.694 5.227 Bottom 2.592 Min Temp% 3.600 265.871 0.021 +0.90D+1.60W+1.60H 5.785 5.253 Bottom 2.592 Min Temp% 3.600 265.871 0.022 +0.90D+1.60W+1.60H 5.875 5.280 Bottom 2.592 Min Temp% 3.600 265.871 0.022 +0.90D+1.60W+1.60H 5.963 5.307 Bottom 2.592 Min Temp% 3.600 265.871 0.022 +0.90D+1.60W+1.60H 6.050 5.333 Bottom 2.592 Min Temp% 3.600 265.871 0.023 +0.90D+1.60W+1.60H 6.135 5.360 Bottom 2.592 Min Temp% 3.600 265.871 0.023 +0.90D+1.60W+1.60H 6.219 5.387 Bottom 2.592 Min Temp% 3.600 265.871 0.023 +0.90D+1.60W+1.60H 6.302 5.413 Bottom 2.592 Min Temp% 3.600 265.871 0.024 +0.90D+1.60W+1.60H 6.383 5.440 Bottom 2.592 Min Temp% 3.600 265.871 0.024 File=Y:\CADDDR-1O-PROJ-1WUDELL-1\TROPIC-1\CALCUL-1\EnercalcVuke.ec6Conb@d FOOt119 ENERCALC,INC.1983.2013,Build:6.13.8.31,Ver.6.0.25m Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(POSITIVE X) Footing Flexure•Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn +0.90D+1.60W+1.60H 6.463 5.467 Bottom 2.592 Min Temp% 3.600 265.871 0.024 +0.90D+1.60W+1.60H 6.542 5.493 Bottom 2.592 Min Temp% 3.600 265.871 0.025 +0.90D+1.60W+1.60H 6.619 5.520 Bottom 2.592 Min Temp% 3.600 265.871 0.025 +0.90D+1.60W+1.60H 6.695 5.547 Bottom 2.592 Min Temp% 3.600 265.871 0.025 +0.90D+1.60W+1.60H 6.769 5.573 Bottom 2.592 Min Temp% 3.600 265.871 0.025 +0.90D+1.60W+1.60H 6.843 5.600 Bottom 2.592 Min Temp% 3.600 265.871 0.026 +0.90D+1.60W+1.60H 6.914 5.627 Bottom 2.592 Min Temp% 3.600 265.871 0.026 +0.90D+1.60W+1.60H 6.985 5.653 Bottom 2.592 Min Temp% 3.600 265.871 0.026 +0.90D+1.60W+1.60H 7.054 5.680 Bottom 2.592 Min Temp% 3.600 265.871 0.027 +0.90D+1.60W+1.60H 7.121 5.707 Bottom 2.592 Min Temp% 3.600 265.871 0.027 +0.90D+1.60W+1.60H 7.187 5.733 Bottom 2.592 Min Temp% 3.600 265.871 0.027 +0.90D+1.60W+1.60H 7.252 5.760 Bottom 2.592 Min Temp% 3.600 265.871 0.027 +0.90D+1.60W+1.60H 7.316 5.787 Bottom 2.592 Min Temp% 3.600 265.871 0.028 +0.90D+1.60W+1.60H 7.378 5.813 Bottom 2.592 Min Temp% 3.600 265.871 0.028 +0.90D+1.60W+1.60H 7.439 5.840 Bottom 2.592 Min Temp% 3.600 265.871 0.028 +0.90D+1.60W+1.60H 7.498 5.867 Bottom 2.592 Min Temp% 3.600 265.871 0.028 +0.90D+1.60W+1.60H 7.556 5.893 Bottom 2.592 Min Temp% 3.600 265.871 0.028 +0.90D+1.60W+1.60H 7.613 5.920 Bottom 2.592 Min Temp% 3.600 265.871 0.029 +0.90D+1.60W+1.60H 7.668 5.947 Bottom 2.592 Min Temp% 3.600 265.871 0.029 +0.90D+1.60W+1.60H 7.722 5.973 Bottom 2.592 Min Temp% 3.600 265.871 0.029 +0.90D+1.60W+1.60H 7.775 6.000 Bottom 2.592 Min Temp% 3.600 265.871 0.029 +0.90D+1.60W+1.60H 7.826 6.027 Bottom 2.592 Min Temp% 3.600 265.871 0.029 +0.90D+1.60W+1.60H 7.876 6.053 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 7.924 6.080 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 7.971 6.107 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 8.017 6.133 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 8.061 6.160 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 8.105 6.187 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 8.147 6.213 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.189 6.240 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.229 6.267 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.258 6.293 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.278 6.320 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.287 6.347 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.286 6.373 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.275 6.400 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.255 6.427 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.226 6.453 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.187 6.480 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.140 6.507 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 8.084 6.533 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 8.019 6.560 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 7.946 6.587 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 7.865 6.613 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 7.777 6.640 Bottom 2.592 Min Temp% 3.600 265.871 0.029 +0.90D+1.60W+1.60H 7.680 6.667 Bottom 2.592 Min Temp% 3.600 265.871 0.029 +0.90D+1.60W+1.60H 7.576 6.693 Bottom 2.592 Min Temp% 3.600 265.871 0.028 +0.90D+1.60W+1.60H 7.465 6.720 Bottom 2.592 Min Temp% 3.600 265.871 0.028 +0.90D+1.60W+1.60H 7.346 6.747 Bottom 2.592 Min Temp% 3.600 265.871 0.028 +0.90D+1.60W+1.60H 7.221 6.773 Bottom 2.592 Min Temp% 3.600 265.871 0.027 +0.90D+1.60W+1.60H 7.089 6.800 Bottom 2.592 Min Temp% 3.600 265.871 0.027 +0.90D+1.60W+1.60H 6.950 6.827 Bottom 2.592 Min Temp% 3.600 265.871 0.026 +0.90D+1.60W+1.60H 6.806 6.853 Bottom 2.592 Min Temp% 3.600 265.871 0.026 +0.90D+1.60W+1.60H 6.655 6.880 Bottom 2.592 Min Temp% 3.600 265.871 0.025 +0.90D+1.60W+1.60H 6.498 6.907 Bottom 2.592 Min Temp% 3.600 265.871 0.024 +0.90D+1.60W+1.60H 6.336 6.933 Bottom 2.592 Min Temp% 3.600 265.871 0.024 +0.90D+1.60W+1.60H 6.168 6.960 Bottom 2.592 Min Temp% 3.600 265.871 0.023 +0.90D+1.60W+1.60H 5.995 6.987 Bottom 2.592 Min Temp% 3.600 265.871 0.023 +0.90D+1.60W+1.60H 5.817 7.013 Bottom 2.592 Min Temp% 3.600 265.871 0.022 +0.90D+1.60W+1.60H 5.634 7.040 Bottom 2.592 Min Temp% 3.600 265.871 0.021 +0.90D+1.60W+1.60H 5.446 7.067 Bottom 2.592 Min Temp% 3.600 265.871 0.020 +0.90D+1.60W+1.60H 5.254 7.093 Bottom 2.592 Min Temp% 3.600 265.871 0.020 +0.90D+1.60W+1.60H 5.058 7.120 Bottom 2.592 Min Temp% 3.600 265.871 0.019 +0.90D+1.60W+1.60H 4.858 7.147 Bottom 2.592 Min Temp% 3.600 265.871 0.018 t Fil =Y:1CADDR-1\0-PROJ-1\NUDELL-11TROPIC-11CALCUL-1\EnercalcVuke.ec6C07bi1@CFooting ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.0.25 •rr r• - Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(POSITIVE X) Footing Flexure Maximum Values for Load Combination Distance Tension Govemed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu 1 PhiMn +0.90D+1.60W+1.60H 4.654 7.173 Bottom 2.592 Min Temp% 3.600 265.871 0.018 +0.90D+1.60W+1.60H 4.446 7.200 Bottom 2.592 Min Temp% 3.600 265.871 0.017 +0.90D+1.60W+1.60H 4.235 7.227 Bottom 2.592 Min Temp% 3.600 265.871 0.016 -+0.90D+1.60W+1.60H 4.020 7.253 Bottom 2.592 Min Temp% 3.600 265.871 0.015 +0.90D+1.60W+1.60H 3.803 7.280 Bottom 2.592 Min Temp% 3.600 265.871 0.014 +0.90D+1.60W+1.60H 3.583 7.307 Bottom 2.592 Min Temp% 3.600 265.871 0.013 +0.90D+1.60W+1.60H 3.360 7.333 Bottom 2.592 Min Temp% 3.600 265.871 0.013 +0.90D+1.60W+1.60H 3.134 7.360 Bottom 2.592 Min Temp% 3.600 265.871 0.012 +0.90D+1.60W+1.60H 2.907 7.387 Bottom 2.592 Min Temp% 3.600 265.871 0.011 +0.90D+1.60W+1.60H 2.678 7.413 Bottom 2.592 Min Temp% 3.600 265.871 0.010 +0.90D+1.60W+1.60H 2.450 7.440 Bottom 2.592 Min Temp% 3.600 265.871 0.009 +0.90D+1.60W+1.60H 2.232 7.467 Bottom 2.592 Min Temp% 3.600 265.871 0.008 +0.90D+1.60W+1.60H 2.022 7.493 Bottom 2.592 Min Temp% 3.600 265.871 0.008 +0.90D+1.60W+1.60H 1.821 7.520 Bottom 2.592 Min Temp% 3.600 265.871 0.007 +0.90D+1.60W+1.60H 1.630 7.547 Bottom 2.592 Min Temp% 3.600 265.871 0.006 +0.90D+1.60W+1.60H 1.448 7.573 Bottom 2.592 Min Temp% 3.600 265.871 0.005 +0.90D+1.60W+1.60H 1.276 7.600 Bottom 2.592 Min Temp% 3.600 265.871 0.005 +0.90D+1.60W+1.60H 1.114 7.627 Bottom 2.592 Min Temp% 3.600 265.871 0.004 +0.90D+1.60W+1.60H 0.962 7.653 Bottom 2.592 Min Temp% 3.600 265.871 0.004 +0.90D+1.60W+1.60H 0.821 7.680 Bottom 2.592 Min Temp% 3.600 265.871 0.003 +0.90D+1.60W+1.60H 0.689 7.707 Bottom 2.592 Min Temp% 3.600 265.871 0.003 +0.90D+1.60W+1.60H 0.569 7.733 Bottom 2.592 Min Temp% 3.600 265.871 0.002 +0.90D+1.60W+1.60H 0.460 7.760 Bottom 2.592 Min Temp% 3.600 265.871 0.002 +0.90D+1.60W+1.60H 0.361 7.787 Bottom 2.592 Min Temp% 3.600 265.871 0.001 +0.90D+1.60W+1.60H 0.274 7.813 Bottom 2.592 Min Temp% 3.600 265.871 0.001 +0.90D+1.60W+1.60H 0.199 7.840 Bottom 2.592 Min Temp% 3.600 265.871 0.001 +0.90D+1.60W+1.60H 0.135 7.867 Bottom 2.592 Min Temp% 3.600 265.871 0.001 +0.90D+1.60W+1.60H 0.083 7.893 Bottom 2.592 Min Temp% 3.600 265.871 0.000 +0.90D+1.60W+1.60H 0.044 7.920 Bottom 2.592 Min Temp% 3.600 265.871 0.000 +0.90D+1.60W+1.60H 0.017 7.947 Bottom 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.007 7.973 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D 0.000 8.000 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col#1 vu @ Col#2 Phi Vn vu @ Col#1 vu @ Col#2 +1.40D 82.16 psi 3.32 psi 0.19 psi 164.32 psi 1.29psi 1.21 psi +1.20D+0.50Lr+1.60L+1.60H 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +1.20D+1.60L+0.50S+1.60H 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +1.20D+1.60Lr+0.50L 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +1.20D+1.60Lr+0.80W 82.16 psi 4.53 psi 10.91 psi 164.32 psi 3.96psi 5.39 psi +1.20D+0.50L+1.60S 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +1.20D+1.60S+0.80W 82.16 psi 4.53 psi 10.91 psi 164.32 psi 3.96psi 5.39 psi +1.20D+0.50Lr+0.50L+1.60W 82.16 psi 4.63 psi 20.41 psi 164.32 psi 6.15psi 10.30 psi +1.20D+0.50L+0.50S+1.60W 82.16 psi 4.63 psi 20.41 psi 164.32 psi 6.15psi 10.30 psi +1.20D+0.50L+0.70S+E 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +0.90D+1.60W+1.60H 82.16 psi 5.55 psi 18.79 psi 164.32 psi 6.20 psi 10.07 psi +0.90D+E+1.60H 82.16 psi 2.13 psi 0.13 psi 164.32 psi 0.83psi 0.78 psi Fie=Y:\CADDDR-1\0-PROJ-1\NUDELL-1\TROPIC-1\CALCUL-1\Enercalcluke.ec6Combined Footing ENERCALC,INC.1983-2013,Build:6.13.8.31,Vec6.0.25 KW-0600704Z Licensee:BRYNTESEN STRUCTURAL ENGINEERS Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(NEGATIVE X) Code References Calculations per Load Combinations Used: IBC 2006 General Information Material Properties Analysis/Design Settings fc:Concrete 28 day strength 3 ksi Calculate footing weight as dead load? Yes fy:Rebar Yield 60 ksi Calculate Pedestal weight as dead load? No Ec:Concrete Elastic Modulus 3122 ksi Min Steel%Bending Reinf(based on'd') Concrete Density 145 pd Min Allow%Temp Reinf(based on thick) 0.0018 :Phi Values Flexure: 0.9 Min.Overturning Safety Factor 1.0:1 Shear: 0.750 Min.Sliding Safety Factor 1.0: 1 Soil Information Allowable Soil Bearing 2.5 ksf Soil Bearing Increase Increase Bearing By Footing Weight No Footing base depth below soil surface ft Soil Passive Sliding Resistance 250 pcf Increases based on footing Depth.... Allowable pressure increase per foot ksf when base of footing is below ft Coefficient of Soil/Concrete Friction 0.3 Increases based on footing Width... Allowable pressure increase per foot ksf when maximum length or width is greater than ft Maximum Allowed Bearing Pressure 10 ksf (A value of zero implies no frnnf) Adjusted Allowable Soil Bearing 2.50 ksf (Allowable Soil Bearing adjusted for footing weight and depth&width increases as specified by user) Dimensions&Reinforcing Distance Left of Column#1 = 2.833 ft Pedestal dimensions... Col#1 Col#2 As As Between Columns = 4 ft Sq.Dim. = 14 14 in Bars left of Col#1 Count Size# Actual Req'd Distance Right of Column#2= 1.167 ft Height = in Bottom Bars 6.0 7 3.60 2.592 in12 Total Footing Length = 8.0 ft Top Bars 6.0 7 3.60 2.592 in12 Bars Btwn Cols Footing Width = 6 ft Bottom Bars 6.0 7 3.60 2.592 inA2 Footing Thickness = 20 in Top Bars 6.0 7 3.60 2.592 in A2 Bars Right of Col#2 Rebar Center to Concrete Edge @ Top = 3 in Bottom Bars 6.0 7 3.60 2.592 in^2 Rebar Center to Concrete Edge @ Bottom = 3 in Top Bars 6.0 7 3.60 2.592 in^2 Applied Loads Applied @ Left Column D Lr L S W E H Axial Load Downward = 10.640 k Moment(+CW) = k-ft Shear(+X) = k Applied @ Pight Column Axial Load Downward = -8.420 k Moment(+CW) = k-ft Shear(+X) = k Overburden = 0.115 6-091 6*7 o Yr7 4 N 9 N 6-#7 647 r—*7 2'-10" 4'-0" 1t � � a File='Y:\CADDDR-10-PROJ-1WUDELL-1\TROPIC-1\CALCUL-1\EnercalcVuke.ec6Combined Footing ENERCALC,INC.19832013,Build:6.13.8.31,Ver.6.0.25 r:rr r - Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(NEGATIVE X) DESIGN SUMMARY - Ratio Item Applied Capacity Governing Load Combination PASS 0.5043 Soil Bearing 1.261 ksf 2.50 ksf +0.60D+W+H PASS 1.238 Overturning 57.534 k-ft 71.231 k-ft 0.6D+W PASS No Sliding Sliding 0.0 k 5.042 k No Sliding PASS 2.484 Uplift 8.420 k 20.913 k 0.6D+W PASS 0.07845 1-way Shear-Col#1 6.445 psi 82.158 psi +0.90D+1.60W+1.60H PASS 0.2676 1-way Shear-Col#2 21.987 psi 82.158 psi +1.20D+0.50Lr+0.50L+1.60W PASS 0.04550 2-way Punching-Col#1 7.476 psi 164.317 psi +0.90D+1.60W+1.60H PASS 0.05067 2-way Punching-Col#2 8.326 psi 164.317 psi +1.20D+0.50Lr+0.50L+1.60W PASS 0.001462 Flexure-Left of Col#1-Top -0.3886 k-ft 265.871 k-ft +1 A0D PASS No Bending Flexure-Left of Col#1-Bottom 0.0 k-ft 0.0 k-ft NIA PASS 0.001745 Flexure-Between Cols-Top -0.4638 k-ft 265.871 k-ft +1.40D PASS 0.09549 Flexure-Between Cols-Bottom 25.388 k-ft 265.871 k-ft +0.90D+1.60W+1.60H PASS 0.001993 Flexure-Right of Col#2-Top -0.5298 k-ft 265.871 k-ft +1.20D+0.50Lr+0.50L+1.60W PASS No Bending Flexure-Right of Col#2-Bottom 0.0 k-ft 0.0 k-ft NIA Soil Bearing Eccentricity Actual Soil Bearing Stress Actual 1 Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+L+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+Lr+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+S+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750Lr+0.750L+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750L+0.750S+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+W+H 19.34 k -1.875 ft 1.01 ksf 0.00 ksf 2.50 ksf 0.404 +D+0.70E+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750Lr+0.750L+0.750W+H 18.79 k -1.448 ft 0.82 ksf 0.00 ksf 2.50 ksf 0.327 +D+0.750Lr+0.750L+0.5250E+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +D+0.750L+0.750S+0.750W+H 18.79 k -1.448 ft 0.82 ksf 0.00 ksf 2.50 ksf 0.327 +D+0.750L+0.750S+0.5250E+H 17.12 k 0.000 ft 0.36 ksf 0.36 ksf 2.50 ksf 0.143 +0.60D+W+-H 12.49 k -2.904 ft 1.26 ksf 0.00 ksf 2.50 ksf 0.504 +0.60D+0.70E+H 10.27 k 0.000 ft 0.21 ksf 0.21 ksf 2.50 ksf 0.086 Overturning Stability Moments about Left Edge k-ft Moments about Right Edge k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D 0.00 0.00 999.000 0.00 0.00 999.000 0.6D+W 57.53 71.23 1.238 9.83 96.06 9.776 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D 0.00 k 5.04 k 999 0.6D+W 0.00 k 3.69 k 999 Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu 1 PhiMn 0.6D+W 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +1.40D -0.005 0.027 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.009 0.053 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.014 0.080 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.019 0.107 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.023 0.133 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.028 0.160 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.032 0.187 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.401) -0.037 0.213 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.042 0.240 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.401) -0.046 0.267 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.051 0.293 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.056 0.320 Top 2.592 Min Temp% 3.600 265.871 0.000 j R � Combined FOOtlll File=Y:\CADDDR-1\OPROJ-1WUDELL-1\TROPIC-1\CALCUL-11Enercalc\luke.e c6 9 ENERCALC,INC.1983-2013,Buik1:6.13.8.31,Ver:6.0.25 0:ie i, Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(NEGATIVE X) Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn +1.40D -0.060 0.347 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.065 0.373 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.069 0.400 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.074 0.427 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.079 0.453 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.083 0.480 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.088 0.507 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.093 0.533 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.097 0.560 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.102 0.587 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.106 0.613 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.111 0.640 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.116 0.667 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.120 0.693 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.125 0.720 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.130 0.747 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.134 0.773 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.139 0.800 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.143 0.827 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.148 0.853 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.153 0.880 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.157 0.907 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.401) -0.162 0.933 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.167 0.960 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.171 0.987 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.176 1.013 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.180 1.040 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.185 1.067 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.190 1.093 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.194 1.120 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.199 1.147 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.204 1.173 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.208 1.200 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.213 1.227 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.217 1.253 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.222 1.280 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.227 1.307 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.231 1.333 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.401) -0.236 1.360 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.241 1.387 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.245 1.413 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.250 1.440 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.254 1.467 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.259 1.493 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.264 1.520 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.268 1.547 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.273 1.573 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.278 1.600 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.282 1.627 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.287 1.653 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.291 1.680 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.296 1.707 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.301 1.733 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.401) -0.305 1.760 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.401 -0.310 1.787 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.315 1.813 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.319 1.840 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.324 1.867 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.328 1.893 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.333 1.920 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.338 1.947 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.342 1.973 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.347 2.000 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.352 2.027 Top 2.592 Min Temp% 3.600 265.871 0.001 Combined FOOtlll File=Y:\CADDDR-1\0-PROJ^iWUDELL-1\TROPIGI\CALCUL-1\EnercalcUuke.ec6 9 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.0.25 Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(NEGATIVE X) Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu 1 PhiMn +1.40D -0.356 2.053 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.361 2.080 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.366 2.107 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.370 2.133 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.375 2.160 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.379 2.187 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.384 2.213 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.389 2.240 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.393 2.267 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.398 2.293 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.40D -0.402 2.320 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.406 2.347 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.410 2.373 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.414 2.400 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.418 2.427 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.422 2.453 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.425 2.480 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.429 2.507 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.432 2.533 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.435 2.560 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.438 2.587 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.441 2.613 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.444 2.640 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.446 2.667 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.449 2.693 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.451 2.720 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.453 2.747 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.455 2.773 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.457 2.800 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.459 2.827 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.461 2.853 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.462 2.880 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.464 2.907 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.465 2.933 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.466 2.960 Top 2.592 Min Temp%. 3.600 265.871 0.002 +1.40D -0.467 2.987 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.468 3.013 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.469 3.040 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.469 3.067 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.093 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.120 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.147 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.173 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.200 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.227 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.470 3.253 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.469 3.280 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.469 3.307 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.468 3.333 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.467 3.360 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.466 3.387 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.40D -0.465 3.413 Top 2.592 Min Temp% 3.600 265.871 0.002 +0.90D+1.60W+1.60H 25.388 3.440 Bottom 2.592 Min Temp% 3.600 265.871 0.095 +0.90D+1.60W+1.60H 25.263 3.467 Bottom 2.592 Min Temp% 3.600 265.871 0.095 +0.90D+1.60W+1.60H 25.137 3.493 Bottom 2.592 Min Temp% 3.600 265.871 0.095 +0.90D+1.60W+1.60H 25.009 3.520 Bottom 2.592 Min Temp% 3.600 265.871 0.094 +0.90D+1.60W+1.60H 24.880 3.547 Bottom 2.592 Min Temp% 3.600 265.871 0.094 +0.90D+1.60W+1.60H 24.749 3.573 Bottom 2.592 Min Temp% 3.600 265.871 0.093 +0.90D+1.60W+1.60H 24.618 3.600 Bottom 2.592 Min Temp% 3.600 265.871 0.093 +0.90D+1.60W+1.60H 24.485 3.627 Bottom 2.592 Min Temp% 3.600 265.871 0.092 +0.90D+1.60W+1.60H 24.350 3.653 Bottom 2.592 Min Temp% 3.600 265.871 0.092 +0.90D+1.60W+1.60H 24.214 3.680 Bottom 2.592 Min Temp% 3.600 265.871 0.091 +0.90D+1.60W+1.60H 24.077 3.707 Bottom 2.592 Min Temp% 3.600 265.871 0.091 +0.90D+1.60W+1.60H 23.938 3.733 Bottom 2.592 Min Temp% 3.600 265.871 0.090 Combined FOOt�il File=Y:\CADDDR-1\0-PROJ-1\NUDELL-1\TROPIGI\CALCUL-1\EnercakUUke.ec6 9 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.0.25 KW-06007042 License&:BRYNTESEN STRUCTURAL ENGINEERS Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(NEGATIVE X) Footing Flexure•Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn +0.90D+1.60W+1.60H 23.798 3.760 Bottom 2.592 Min Temp% 3.600 265.871 0.090 +0.90D+1.60W+1.60H 23.657 3.787 Bottom 2.592 Min Temp% 3.600 265.871 0.089 +0.90D+1.60W+1.60H 23.514 3.813 Bottom 2.592 Min Temp% 3.600 265.871 0.088 +0.90D+1.60W+1.60H 23.370 3.840 Bottom 2.592 Min Temp% 3.600 265.871 0.088 +0.90D+1.60W+1.60H 23.224 3.867 Bottom 2.592 Min Temp% 3.600 265.871 0.087 +0.90D+1.60W+1.60H 23.077 3.893 Bottom 2.592 Min Temp% 3.600 265.871 0.087 +0.90D+1.60W+1.60H 22.929 3.920 Bottom 2.592 Min Temp% 3.600 265.871 0.086 +0.90D+1.60W+1.60H 22.780 3.947 Bottom 2.592 Min Temp% 3.600 265.871 0.086 +0.90D+1.60W+1.60H 22.629 3.973 Bottom 2.592 Min Temp% 3.600 265.871 0.085 +0.90D+1.60W+1.60H 22.476 4.000 Bottom 2.592 Min Temp% 3.600 265.871 0.085 +0.90D+1.60W+1.60H 22.323 4.027 Bottom 2.592 Min Temp% 3.600 265.871 0.084 +0.90D+1.60W+1.60H 22.168 4.053 Bottom 2.592 Min Temp% 3.600 265.871 0.083 +0.90D+1.60W+1.60H 22.011 4.080 Bottom 2.592 Min Temp% 3.600 265.871 0.083 +0.90D+1.60W+1.60H 21.853 4.107 Bottom 2.592 Min Temp% 3.600 265.871 0.082 +0.90D+1.60W+1.60H 21.694 4.133 Bottom 2.592 Min Temp% 3.600 265.871 0.082 +0.90D+1.60W+1.60H 21.533 4.160 Bottom 2.592 Min Temp% 3.600 265.871 0.081 +0.90D+1.60W+1.60H 21.372 4.187 Bottom 2.592 Min Temp% 3.600 265.871 0.080 +0.90D+1.60W+1.60H 21.208 4.213 Bottom 2.592 Min Temp% 3.600 265.871 0.080 +0.90D+1.60W+1.60H 21.044 4.240 Bottom 2.592 Min Temp% 3.600 265.871 0.079 +0.90D+1.60W+1.60H 20.878 4.267 Bottom 2.592 Min Temp% 3.600 265.871 0.079 +0.90D+1.60W+1.60H 20.710 4.293 Bottom 2.592 Min Temp% 3.600 265.871 0.078 +0.90D+1.60W+1.60H 20.541 4.320 Bottom 2.592 Min Temp% 3.600 265.871 0.077 +0.90D+1.60W+1.60H 20.371 4.347 Bottom 2.592 Min Temp% 3.600 265.871 0.077 +0.90D+1.60W+1.60H 20.200 4.373 Bottom 2.592 Min Temp% 3.600 265.871 0.076 +0.90D+1.60W+1.60H 20.027 4.400 Bottom 2.592 Min Temp% 3.600 265.871 0.075 +0.90D+1.60W+1.60H 19.853 4.427 Bottom 2.592 Min Temp% 3.600 265.871 0.075 +0.90D+1.60W+1.60H 19.677 4.453 Bottom 2.592 Min Temp% 3.600 265.871 0.074 +0.90D+1.60W+1.60H 19.500 4.480 Bottom 2.592 Min Temp% 3.600 265.871 0.073 +0.90D+1.60W+1.60H 19.322 4.507 Bottom 2.592 Min Temp% 3.600 265.871 0.073 +0.90D+1.60W+1.60H 19.142 4.533 Bottom 2.592 Min Temp% 3.600 265.871 0.072 +0.90D+1.60W+1.60H 18.961 4.560 Bottom 2.592 Min Temp% 3.600 265.871 0.071 +0.90D+1.60W+1.60H 18.778 4.587 Bottom 2.592 Min Temp% 3.600 265.871 0.071 +0.90D+1.60W+1.60H 18.594 4.613 Bottom 2.592 Min Temp% 3.600 265.871 0.070 +0.90D+1.60W+1.60H 18.409 4.640 Bottom 2.592 Min Temp% 3.600 265.871 0.069 +0.90D+1.60W+1.60H 18.223 4.667 Bottom 2.592 Min Temp% 3.600 265.871 0.069 +0.90D+1.60W+1.60H 18.035 4.693 Bottom 2.592 Min Temp% 3.600 265.871 0.068 +0.90D+1.60W+1.60H 17.845 4.720 Bottom 2.592 Min Temp% 3.600 265.871 0.067 +0.90D+1.60W+1.60H 17.655 4.747 Bottom 2.592 Min Temp% 3.600 265.871 0.066 +0.90D+1.60W+1.60H 17.463 4.773 Bottom 2.592 Min Temp% 3.600 265.871 0.066 +0.90D+1.60W+1.60H 17.269 4.800 Bottom 2.592 Min Temp% 3.600 265.871 0.065 +0.90D+1.60W+1.60H 17.074 4.827 Bottom 2.592 Min Temp% 3.600 265.871 0.064 +0.90D+1.60W+1.60H 16.878 4.853 Bottom 2.592 Min Temp% 3.600 265.871 0.063 +0.90D+1.60W+1.60H 16.681 4.880 Bottom 2.592 Min Temp% 3.600 265.871 0.063 +0.90D+1.60W+1.60H 16.482 4.907 Bottom 2.592 Min Temp% 3.600 265.871 0.062 +0.90D+1.60W+1.60H 16.281 4.933 Bottom 2.592 Min Temp% 3.600 265.871 0.061 +0.90D+1.60W+1.60H 16.080 4.960 Bottom 2.592 Min Temp% 3.600 265.871 0.060 +0.90D+1.60W+1.60H 15.877 4.987 Bottom 2.592 Min Temp% 3.600 265.871 0.060 +0.90D+1.60W+1.60H 15.672 5.013 Bottom 2.592 Min Temp% 3.600 265.871 0.059 +0.90D+1.60W+1.60H 15.467 5.040 Bottom 2.592 Min Temp% 3.600 265.871 0.058 +0.90D+1.60W+1.60H 15.259 5.067 Bottom 2.592 Min Temp% 3.600 265.871 0.057 +0.90D+1.60W+1.60H 15.051 5.093 Bottom 2.592 Min Temp% 3.600 265.871 0.057 +0.90D+1.60W+1.60H 14.841 5.120 Bottom 2.592 Min Temp% 3.600 265.871 0.056 +0.90D+1.60W+1.60H 14.630 5.147 Bottom 2.592 Min Temp% 3.600 265.871 0.055 +0.90D+1.60W+1.60H 14.417 5.173 Bottom 2.592 Min Temp% 3.600 265.871 0.054 +0.90D+1.60W+1.60H 14.203 5.200 Bottom 2.592 Min Temp% 3.600 265.871 0.053 +0.90D+1.60W+1.60H 13.988 5.227 Bottom 2.592 Min Temp% 3.600 265.871 0.053 +0.90D+1.60W+1.60H 13.771 5.253 Bottom 2.592 Min Temp% 3.600 265.871 0.052 +0.90D+1.60W+1.60H 13.553 5.280 Bottom 2.592 Min Temp% 3.600 265.871 0.051 +0.90D+1.60W+1.60H 13.334 5.307 Bottom 2.592 Min Temp% 3.600 265.871 0.050 +0.90D+1.60W+1.60H 13.113 5.333 Bottom 2.592 Min Temp% 3.600 265.871 0.049 +0.90D+1.60W+1.60H 12.891 5.360 Bottom 2.592 Min Temp% 3.600 265.871 0.048 +0.90D+1.60W+1.60H 12.667 5.387 Bottom 2.592 Min Temp% 3.600 265.871 0.048 +0.90D+1.60W+1.60H 12.442 5.413 Bottom 2.592 Min Temp% 3.600 265.871 0.047 +0.90D+1.60W+1.60H 12.216 5.440 Bottom 2.592 Min Temp% 3.600 265.871 0.046 10 •of,4 Combined FootingFile=Y:\CADDDR-110-PROD-1WUDELL-1\TROPIC-1\CALCUL-1\EnercalcUuke.ec6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.0.25 Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(NEGATIVE X) Footing Flexure•Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn +0.90D+1.60W+1.60H 11.988 5.467 Bottom 2.592 Min Temp% 3.600 265.871 0.045 +0.90D+1.60W+1.60H 11.759 5.493 Bottom 2.592 Min Temp% 3.600 265.871 0.044 +0.90D+1.60W+1.60H 11.529 5.520 Bottom 2.592 Min Temp% 3.600 265.871 0.043 +0.90D+1.60W+1.60H 11.297 5.547 Bottom 2.592 Min Temp% 3.600 265.871 0.042 +0.90D+1.60W+1.60H 11.064 5.573 Bottom 2.592 Min Temp% 3.600 265.871 0.042 +0.90D+1.60W+1.60H 10.829 5.600 Bottom 2.592 Min Temp% 3.600 265.871 0.041 +0.90D+1.60W+1.60H 10.593 5.627 Bottom 2.592 Min Temp% 3.600 265.871 0.040 +0.90D+1.60W+1.60H 10.356 5.653 Bottom 2.592 Min Temp% 3.600 265.871 0.039 +0.90D+1.60W+1.60H 10.117 5.680 Bottom 2.592 Min Temp% 3.600 265.871 0.038 +0.90D+1.60W+1.60H 9.877 5.707 Bottom 2.592 Min Temp% 3.600 265.871 0.037 +0.90D+1.60W+1.60H 9.636 5.733 Bottom 2.592 Min Temp% 3.600 265.871 0.036 +0.90D+1.60W+1.60H 9.393 5.760 Bottom 2.592 Min Temp% 3.600 265.871 0.035 +0.90D+1.60W+1.60H 9.149 5.787 Bottom 2.592 Min Temp% 3.600 265.871 0.034 +0.90D+1.60W+1.60H 8.904 5.813 Bottom 2.592 Min Temp% 3.600 265.871 0.033 +0.90D+1.60W+1.60H 8.657 5.840 Bottom 2.592 Min Temp% 3.600 265.871 0.033 +0.90D+1.60W+1.60H 8.409 5.867 Bottom 2,592 Min Temp% 3.600 265.871 0.032 +0.90D+1.60W+1.60H 8.159 5.893 Bottom 2.592 Min Temp% 3.600 265.871 0.031 +0.90D+1.60W+1.60H 7.908 5.920 Bottom 2.592 Min Temp% 3.600 265.871 0.030 +0.90D+1.60W+1.60H 7.656 5.947 Bottom 2.592 Min Temp% 3.600 265.871 0.029 +0.90D+1.60W+1.60H 7.402 5.973 Bottom 2.592 Min Temp% 3.600 265.871 0.028 +0.90D+1.60W+1.60H 7.147 6.000 Bottom 2.592 Min Temp% 3.600 265.871 0.027 -490D+1.60W+1.60H 6.891 6.027 Bottom 2.592 Min Temp% 3.600 265.871 0.026 +0.90D+1.60W+1.60H 6.633 6.053 Bottom 2.592 Min Temp% 3.600 265.871 0.025 +0.90D+1.60W+1.60H 6.374 6.080 Bottom 2.592 Min Temp% 3.600 265.871 0.024 +0.90D+1.60W+1.60H 6.113 6.107 Bottom 2.592 Min Temp% 3.600 265.871 0.023 +0.90D+1.60W+1.60H 5.851 6.133 Bottom 2.592 Min Temp% 3.600 265.871 0.022 +0.90D+1.60W+1.60H 5.588 6.160 Bottom 2.592 Min Temp% 3.600 265.871 0.021 +0.90D+1.60W+1.60H 5.323 6.187 Bottom 2.592 Min Temp% 3.600 265.871 0.020 +0.90D+1.60W+1.60H 5.057 6.213 Bottom 2.592 Min Temp% 3.600 265.871 0.019 +0.90D+1.60W+1.60H 4.790 6.240 Bottom 2.592 Min Temp% 3.600 265.871 0.018 +0.90D+1.60W+1.60H 4.523 6.267 Bottom 2.592 Min Temp% 3.600 265.871 0.017 +0.90D+1.60W+1.60H 4.262 6.293 Bottom 2.592 Min Temp% 3.600 265.871 0.016 +0.90D+1.60W+1.60H 4.008 6.320 Bottom 2.592 Min Temp% 3.600 265.871 0.015 +0.90D+1.60W+1.60H 3.761 6.347 Bottom 2.592 Min Temp% 3.600 265.871 0.014 +0.90D+1.60W+1.60H 3.522 6.373 Bottom 2.592 Min Temp% 3.600 265.871 0.013 +0.90D+1.60W+1.60H 3.289 6.400 Bottom 2.592 Min Temp% 3.600 265.871 0.012 +0.90D+1.60W+1.60H 3.063 6.427 Bottom 2.592 Min Temp% 3.600 265,871 0.012 +0.90D+1.60W+1.60H 2.843 6.453 Bottom 2.592 Min Temp% 3.600 265.871 0.011 +0.90D+1.60W+1.60H 2.631 6.480 Bottom 2.592 Min Temp% 3.600 265.871 0.010 +0.90D+1.60W+1.60H 2.426 6.507 Bottom 2.592 Min Temp% 3.600 265.871 0.009 +0.90D+1.60W+1.60H 2.228 6.533 Bottom 2.592 Min Temp% 3.600 265.871 0.008 +0.90D+1.60W+1.60H 2.036 6.560 Bottom 2.592 Min Temp% 3.600 265.871 0.008 +0.90D+1.60W+1.60H 1.852 6.587 Bottom 2.592 Min Temp% 3.600 265.871 0.007 +0.90D+1.60W+1.60H 1.674 6.613 Bottom 2.592 Min Temp% 3.600 265.871 0.006 +0.90D+1.60W+1.60H 1.503 6.640 Bottom 2.592 Min Temp% 3.600 265.871 0.006 +0.90D+1.60W+1.60H 1.340 6.667 Bottom 2.592 Min Temp% 3.600 265.871 0.005 +0.90D+1.60W+1.60H 1.183 6.693 Bottom 2.592 Min Temp% 3.600 265.871 0.004 +0.90D+1.60W+1.60H 1.033 6.720 Bottom 2.592 Min Temp% 3.600 265.871 0.004 +0.90D+1.60W+1.60H 0.890 6.747 Bottom 2.592 Min Temp% 3.600 265.871 0.003 -490D+1.60W+1.60H 0.754 6.773 Bottom 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.748 6.800 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.771 6.827 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.6OLr+0.80W -0.791 6.853 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.6OLr+0.80W -0.808 6.880 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.822 6.907 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.834 6.933 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.842 6.960 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.847 6.987 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.849 7.013 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.849 7.040 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.845 7.067 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.839 7.093 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.829 7.120 Top 2.592 Min Temp% 3.600 265.871 0.003 I +1.20D+1.60Lr+0.80W -0.817 7.147 Top 2.592 Min Temp% 3.600 265.871 0.003 Combined FOOt�tl File=Y:\CADDDR-1\0-PROJ-1WUDELL-11TROPIC-1\CALCUL-1\EnercalcVuke.ec6 9 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.0.25 KW-06007042 Licensee:BRYNTESE RU TU N Descript .11 f- Description: TOWER COMBINED FOOTING-WIND PARALLEL TO BLDG(NEGATIVE X) Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu 1 PhiMn +1.20D+1.60Lr+0.80W -0.802 7.173 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.6OLr+0.80W -0.784 7.200 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.763 7.227 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+1.60Lr+0.80W -0.740 7.253 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+0.50Lr+0.50L+1.60W -0.720 7.280 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+0.50Lr+0.50L+1.60W -0.704 7.307 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+0.50Lr+0.50L+1.60W -0.682 7.333 Top 2.592 Min Temp% 3.600 265.871 0.003 +1.20D+0.50Lr+0.50L+1.60W -0.653 7.360 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.617 7.387 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.575 7.413 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.530 7.440 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.486 7.467 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.445 7.493 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.405 7.520 Top 2.592 Min Temp% 3.600 265.871 0.002 +1.20D+0.50Lr+0.50L+1.60W -0.367 7.547 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.331 7.573 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.296 7.600 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.264 7.627 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.233 7.653 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.204 7.680 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.177 7.707 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.152 7.733 Top 2.592 Min Temp% 3.600 265.871 0.001 +1.20D+0.50Lr+0.50L+1.60W -0.128 7.760 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.107 7.787 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.087 7.813 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.069 7.840 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.053 7.867 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.039 7.893 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.026 7.920 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.20D+0.50Lr+0.50L+1.60W -0.016 7.947 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D -0.007 7.973 Top 2.592 Min Temp% 3.600 265.871 0.000 +1.40D 0.000 8.000 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col#1 vu @ Col#2 Phi Vn vu Q Col#1 vu @ Col#2 +1.40D 82.16 psi 3.32 psi 0.19 psi 164.32 psi 1.29psi 1.21 psi +1.20D+0.50Lr+1.60L+1.60H 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +1.20D+1.60L+0.50S+1.60H 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +1.20D+1.60Lr+0.50L 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +1.20D+1.60Lr+0.80W 82.16 psi 1.78 psi 10.50 psi 164.32 psi 2.40psi 3.84 psi +1.20D+0.50L+1.60S 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +1.20D+1.60S+0.80W 82.16 psi 1.78 psi 10.50 psi 164.32 psi 2.40 psi 3.84 psi +1.20D+0.50Lr+0.50L+1.60W 82.16 psi 4.48 psi 21.99 psi 164.32 psi 6.17psi 8.33 psi +1.20D+0.50L+0.50S+1.60W 82.16 psi 4.48 psi 21.99 psi 164.32 psi 6.17psi 8.33 psi +1.20D+0.50L+0.70S+E 82.16 psi 2.85 psi 0.17 psi 164.32 psi 1.11 psi 1.04 psi +0.90D+1.60W+1.60H 82.16 psi 6.45 psi 21.63 psi 164.32 psi 7.48psi 8.26 psi +0.90D+E+1.60H 82.16 psi 2.13 psi 0.13 psi 164.32 psi 0.83psi 0.78 psi OFFICIAL CHECK IMBank � 75483502-7 52-0733 RE: TROPICAL CHEVROLET INC DATE: 11/14/2413 12 a PAY TO THE � yj •1I DADE COUNTY 17.189.81 0 ORDER OFA reven Thousand One Hundred (Eighty Nine AND 61/100 Ir w O U) Z) DRAWER:TD BANK,N.A. U- um } 1-k o Back. ThuPBank will not stop payment on this Official Bank Check and reimburse the NON NEGOTIABLE purchaser or issue a replacement until the purchaser or payee signs a Declaration of Loss and more than 90 days have passed since the date of issue. ------_.._. _.__..,...._:.. -NEGOTIABLE........... ...._.___.W AUTHORIZED SIGNATURE