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HomeMy WebLinkAboutREPORT AND DESIGN CALCULATIONSI ' Dewberry Dewberry Engineers Inc. 407.643.5120 SOON. Magnolia Ave, Suite 1000 I 40Z649.8664 fax Odando, FL32803 www.dewberry.conn Mount Analysis Report and Design Calculations For a Wireless Telecommunications Upgrade Cascade Number: M1'54XCO13 Site Name: Island Crest Site Address: 1068U South Ocean Drive Jensen Beach, FL 34951 St. Lucie County Prepared for. SCANNED Sprint BY 851 Trafalgar Court, Suite 300 St. Lucie County Maitland, FL 32751 April4, 2018 Prepared by: Dewberry Engineers Inc. 800 N. Magnolia Ave, Suite 1000 Orlando, FL 32803 Dewberry Project Number: 50091893 Prepared by: Ashley Deuschle Ashley Deuschle I Reviewed by: Nathan,Kreuser Nathan Kreuser Reviewed by: Jiang J. Yu, PE 86 Licerid'd Nd.! TABLE OF CONTENTS Section Paae Number 1.0 INTRODUCTION AND PROJECT SUMMARY 1 2.0 EXISTING & PROPOSED ANTENNAS & EQUIPMENT - 1 3.0 CODES, STANDARDS, AND REFERENCES 2 4.0 LOADING AND PERFORMANCE CRITERIA 2 5.0 CALCULATIONS 2 6.0 CONCLUSIONS, COMMENTARY, AND RECOMMENDATIONS 3 APPENDIX A MOUNT ANALYSIS APPENDIX B REFERENCE MATERIAL Client: Sprint Cascade Number: 10154XC013 Project No.:50091893 April 4, 2018 1.0 INTRODUCTION AND PROJECT SUMMARY The objective of this report is to assess the proposed installation of new antennas and new RRH units mounted to proposed rooftop parapet mounts and existing RRU pipe mounts. This report is limited to the analysis of the parapet mount and RRU pipe mount only. The existing structure is a 142 foot tall building located in Jensen Beach, FL. There are currently existing antennas and support equipment mounted to a steel mount on the exterior of the parapet building in sectors Alpha, Beta, and Gamma. The existing installation has an approximate antenna centerline elevation of 128 ft. 2.0 EXISTING & PROPOSED ANTENNAS & EQUIPMENT Currently, each sector has the following equipment: • Sectors Alpha, Beta & Gamma: ➢ One (1) N.V Antenna measuring 72.0"H x 11.8"W x 7.9"D (69.5 lb) ➢ One (1) RRUS 11 B26 measuring 19.7"H x 17.0"W x 7.2"D (50.7 lb) ➢ One (1) RRUS 31 B25 measuring 16.5"H x 11.8"W x 9.3"D (59.5 lb) ➢ Penthouse wall antenna mounts (for antennas). ➢ Separate pipe mounts (for RRUS). ➢ Miscellaneous equipment and cables negligible in weight and profile. The following equipment is proposed for each sector: • Sectors Alpha, Beta & Gamma: ➢ One (1) TTTT65AP-1XR antenna measuring 63.4"H x 12.0"W x 4.6"D (41.0 lb) ➢ One (1) RRUS 82 measuring 23.8"H x 15.0"W x 7.0"D (62.0 lb) —to be mounted on separate pipe mounts ➢ Proposed parapet antenna mount (Site Pro 1 P/N: WMA300) ➢ Miscellaneous equipment and cables negligible in weight and profile. For the final configuration, refer to the table below: Table 1: APPURTENANCE LOADING on TOWER Elev. Status I Carrier Appurtenance Description 128' Final AT&T 3 — N.V Antenna 128' - Final_ -AT&T -(3)—T-T-TT65AP4XR 128' Final AT&T (3) —RRUS 11 128' Final AT&T (3) — RRUS 31 128' Final AT&T (3) -RRUS 82 128' Final AT&T (3) — 800 MHz Filter 128' Final AT&T (1) — 2.5 GHz Filter Flarint Wireless Client: Sprint Cascade Number: M154XC013 Project No.:50091893 April 4, 2018 3.0 CODES, STANDARDS, AND REFERENCES The structure was analyzed and the proposed installation designed per the provisions of the following Codes and standards: • Florida Building Code (FBC) 2017, International Code Council • TIA-222-G-2 Structural Standard for Antenna Supporting Structures and Antennas • Steel Construction Manual 141h Ed, American Institute of Steel Construction • Site visit photos & measurements taken by Dewberry on 03/21/18. • Sprint RF Design Sheet (RFDS ID: 120699) dated 09/22/17. 4.0 LOADING AND PERFORMANCE CRITERIA The following Code -specified strength limit state (LRFD) load combinations were considered in the analysis of the antenna mounts (TIA-222-G): 1. 1.2D + 1.6W The following Code -specified serviceability load combination was considered in the deflection of the antenna mounts (TIA-222-G): 1. 1.0D + 1.0Wserviee Where: D = dead load of structure, steel, and new equipment. W = design wind load Wsendce = service wind load The following site -specific design parameters were considered in this analysis per the provisions of TIA-222-G: Risk Category: 11 Exposure Category: D Proximity to ocean Design Basic Wind Speed: 127.9 mph 165 mph Ultimate wind speed converted per FBC Gust Effect Factor 1.00 Sect. 2.6.9, TIA Wind Direction Probability Factor 0.95 TIA Table 2-2 Serviceability Wind Speed: 60 mph Sect. 2.8.3, TIA 5.0 CALCULATIONS Calculations for this analysis and the design of the installation are included in Appendices of this Client: Sprint Cascade Number: M154XC013 Project No.:50091893 April 4, 2018 6.0 CONCLUSIONS, COMMENTARY, AND RECOMMENDATIONS The proposed upgrade for this site requires a new wall mount installation to accommodate the proposed antenna equipment. The existing antenna installation was not analyzed for this report. The analysis concludes that the proposed antenna mount has sufficient structural capacity to support the proposed installation. The maximum utilization of a single structural member within the proposed mount under the proposed loading is 9.1%. The analysis concludes that the existing RRH mounting pipe has sufficient structural capacity to support the proposed installation. The maximum utilization of a single structural member within the existing RRH mount under the proposed loading is 53.0%. Dewberry recommends the following mount installation for each sector: • Install Angle wall mount kit (Site Pro 1 P/N: WMA300) spaced a minimum of 3'-6" apart vertically. • 7'-0" long, 2-7/8" O.D. Sch. 40 antenna pipe mast attached to angle wall mount kit. • Attach the wall mount kits to the parapet wall using HIM HY 200 Adhesive Anchoring System with 5/8" diameter HIT-Z(-R) rods with minimum 3-3/4" embedment. • Attach the proposed RRUs back to back behind the existing RRUS-31 on the lower B2B RRU mount of the mounting pipe. This analysis is limited to the proposed antenna mount and existing RRU mounting pipe only. If actual field conditions vary from what was assumed in this analysis, the results and conclusions expressed herein are invalid and further evaluation is recommended for any proposed installation to continue. Dewberry Engineers Inc. reserves the right to add to or modify this report if more information becomes available. The conclusions reached by Dewberry Engineers Inc. in this report are only applicable to the previously mentioned existing structural elements supporting the proposed wireless telecommunications installation. The results of this report are based on the assumption that existing structural elements have been installed per the original design documents, have been well maintained, and are uncompromised. This report does not imply that a thorough inspection of the existing structure has been performed. Any deviation of the support condition, loading, location, placement, equipment configuration_ etc., will require DewberryEngineers Inc. .to —•-• -U- io,Yaio. I-uiuioi, nu suucrw ai quaimcanon is macie or this report of any existing structural element. APPENDIX A 41 Dewberry Dewberry Engineers, Inc. Structural Analysis Summary Sheet Job No.: 50065214/50091893 Job Name: M154XCO13: Island Crest By: AMD Date: 04/03/18 Checked: JJY Date: 04/04/18 Location: _ 10680 South Ocean Drive, Jensen Beach, FL 34957 Client: Sprint Wireless Brief Description: 1. Proposed installation of (1) antenna per sector on a proposed steel parapet mount. 2. Proposed installation of (1) RRUs per sector on an existing mount. 3. Existing structure is 142 ft. tall building. 4. Information for analysis from site visit photos and measurements taken on 03/21/18. Basic Criteria: 1. FBC 2017 2. TIA-222-G 3. AISC 14'h Ed. Design/Analysis Summary: 1. Proposed antennas are to be installed on a proposed steel parapet antenna mount. 2. The proposed structural elements of the rooftop mount have sufficient capacity to support the proposed installation. 3. Analysis is limited to the proposed sector mounts only. Analysis assumed all antennas are mounted directly to the proposed antenna mounting pipes. RRUs are to be mounted directly on existing mounting pipe, separate from the existing parapet wall. 4. The reconfiguration or addition of any new equipment not accounted for in this analysis will require further analysis & design. 5. Design and analysis based on dead and wind load design checks for normal bending and shear stresses. Q150078995\50091893 - M54XC013 - Island Crest\Adm\Reports\Structura1\50091893 - Structural Summary - 04.04.18.doc Dewberry Job Number 50091893 Made by: AMD Date: 04/03/18 Checked by: JJY (M154XCO13 Island Crest) - Design Wind Load Date: 04/04/18 QA50078995G50091893 - M154XCO13 -Island CrestlAdm\Reports\Structural\50091893 - M154XCO13 Island Crest Analysis Calc. (Sector Mount, FBC).xlsx Wind Load Design Criteria Site Name: MI54XC013 Island Crest General Information & Design Input Item Value I Description Reference Vult= 165.00 Ultimate Design Wind Speed FBC Figure 1609A Vmax = 127.90 (0.6) ' Vun Design Wind Speed perFBC Sect. 1609.3.1 Location = FL St Lucie County Annex B, TIA VI= 30.00 Design Ice Wind Speed Kd= 0.95 Wind Direction Probability Factor Table 2-2, TIA Class II Structure Classification Table 2-1, TIA I = 1.00 Importance Factor (Without Ice) Table 2,3, TIA Ilse thick — 1.00 Importance Factor (Ice Thickness) Table 2-3, TIA z = h = 128.00 i (A.G.L.) Max. Center of Appurtenance Exp. Cat. D lExposure Category sect. 2.6.5.1, nA z = 700.00 lExposure Category Coeff. Table 2-4, TIA a = 11.50 lExposure Category Coeff. Table 2-4, TIA Kz min = 1.00 Exposure Category Coeff. Table 2-4, TIA Ke= 1.10 Exposure Category Coeff. Table 2-4, TIA Ki = N/A Topo. Cat. Coeff. Table 25, TIA ("N/A"if Topo. Cat. = 1) Kz = 1.50 = 2.01(z/ )(2 a) - Sect. 2.6.5.$ PA Topo. Cat. 1.00 Topographic Category (1-5) sect. 2.6.6.2, TIA e = 2.72 Natural Logarithmic base f = N/A Height Attenuation Factor Table 2-6, TIA ("N/A"if Topo. Cat. = 1) H = N/A Ift. Height of crest above surrounding terrain Kh = N/A e(lrZ)M) Sect. 2.6.6.4, 71A Krt= 1.00 = [1+((Ka'Kt)/Kh)12 Sect. 2.6.6.4, 77A Klz= 1.15 = z/33 010 51.4 Hei i escalation factor Sect. 2.6.8, TIAGh = 1.00 Gust Effect Factor Sect. 2.6.9, TIA 1= 0.00 Design Ice Thickness Annex B, TIA Gz=' 0.00 =2 (I y(K o.as ice ihmk)Kiz zt) Sect. 2.6.8, TIA 9z design 59.6 psi J= 0.00256(Kz)(Kd)(Kd)(Vmax2)(I) Sect. 2.6.9.6, TIA qz me = 3.3 psf 1= 0.00256 K' K 2 Sect. 2.6.9.6, TIA Design Wind Forces - Section 2.6.9.2 Fa= 9z deslgnGh(EPA)a Fat= QziceGh(EPA)al (see calculation table on next page) (where (EPA) e = effective projected area of the appurtenance = CaAe) 19 Dewberryg Job Number 50091893 Made by: AMD Date: 04/03/18 Checked b JJY (MI54XC013 Island Crest) -Design Wind LoadY Date: 04/04/16 W50078995\50091893-M154XC013-Island CrestlAdm\Reports\Stmc ml\Se091893- M154XCO13 Island Crest Analysis Calc.(Sector Mount, FBC)odsx Element Definition (Mounting Pipe) Description Dimension (in.) Weight (Ib) Length / # Supports W D H TTTT65AP-1XR 12.00 4.60 63.40 41.00 2.00 RRUS-11 (Side) 1 7.20 17.00 19.70 50.70 1.00 •(2x) RRUS-82 B41 & 31 B25 BTB 13.45 15.00 23.80 121.50 1.00 STRUCTURAL MEMBERS 2-7/8' OD Pipe 2.88 2.88 12.00 STAAD Pipe 2-7/8- OD Pipe 2.88 2.88 12.00 STAAD Pipe Note: 1) For Double Angles assume the following: r- "� ,---IrrT (See Note 2) 2) For mounting pipes that do not support equipment orportions which are not shielded by equipment, create an addtional entry below. V Dewberryt Job Number 50091893 Made by: AMD Date: 04/03/18 Checked by: JJY (MI54XC013 Island Crest) - Design Wind Load Date:_ 04/04/18 O:\50078995\50091893-MI54XC013-Island Crest\AdmReports\Shuctuml\50091893- MI54XC013 Island Crest Analysis Cale. (Sector Mount FBC))dsx Design Wind Load Members Dimensions (@.) Area (A.). (normaq (SO Area (A.)1 (tangent) (SO Aspect Ratio (nomad Aspect Ratio (tangent) Can (normaii Table 2-8 C,1 (tangent) Table 2.8 Width (Normal) Depth (TangenQ Height (orspan) TTTT65AP-M 1.00 0.38 5.28 5.28 2.01 5.28 13.89 1.32 1.63 RRUS-11 (Side). 0.60 1.42 1.64 0.98 2.33 2.73 1.15 1.21 1.20 2x) RRUS-82 B41 & 31 B25 BT 1.12 1.25 1.98 2.22 2.48 1.77 1.58 1.20 1.20 STRUCTURAL MEMBERS 2-7/8"ODPipe 0.24 0.24 1.00 0.24 1 0.24 1 4A7 4.17 0.74 0.74 2-718" OD Pipe 0.24 0.24 1.00 0.24 0.24 4.17 170.74 LLL L Design Effective Proiected Area & Wind Loads Members EPAa @ 0.01 (SO EPA. @ 30.0° (SO EPAa @ 60.0° (s0 EPAa @ 90.0° (SO F. @ 0.0° (lb) F. @ 30.0. ON Fa @ 60.0° (Ib) F. @ 90.0' (/b) Gravity Load @ Support ON TTTT65AP-iXR 6.97 6.05 4.20 3.28 207.7 180.2 125.1 97.6 20.5 RRUS-17 (Side) 1.19 1.59 2.39 2.80 70.7 94.7 142.6 166.6 50.7 2x) RRUS-82 B47 & 37 B25 BT 2.66 2.74 2.90' 2.9$ 158.8 163.4 172.7 177.4 121.5 STRUCTURAL MEMBERS ' - ="2-78" OD -Pipe- =0.18- -- - - -10:60- 2-7/8" OD Pipe 0.18 - - - 10.60 a Dewberry Job Number 50091893 O. Made by: AMD Date: 04/03/18 (MI54XC013 Island Crest) - Service Wind Load Q:150078995\50091893 - M154XCO13 -island CrestkAdm\Reports\Stmctumlk5009l893 Checked by: JJY Date: 04/04/18 - M154XCO13 Island Crest Analysis Calc (Sector Mount FBC) x Service Wind Load Design Criteria General Information & Design Input Item Value Description Reference VM. 60.00 Service Wind Load Sect. 2.8.3, TIA Kd= 0.85 Wind Direction Probability Factor Sect. 2.8.3, TIA Class II Structure Classification Table 2-1, TIA I = 1.00 Importance. Factor Table 2-3, TIA z = h = 128.00 ft. (A.G.L.) Max. Center of Appurtenance Exp. Cat. D Exposure Category Sect. 2.6.5. 1, TIA z9 = 700.00 Exposure Category Coeff. Table 2-4, TIA a = 11.50 Exposure Category Coeff. Table 2-4, TIA K. (mla) = 1.00 Exposure Category Coeff. Table 2-4, TIA K. = 1.10 Exposure Category Coeff. Tattle 2-4, TIA Kl= N/A Topo. Cat. Coeff. Table 2-5, TIA ('NIA "if Topo. Cat. = 1) Kz = 1.50 = 2.01(zlz) a) Sect. 2.6.5.2, TIA Topo. Cat. 1.00 Topographic Category (1-5) Sect. 2.6.6.2, TIA e = 2.72 Natural Logarithmic base f = N/A Height Attenuation.Factor Table 2-5, TIA (N/A"if Topo. Cat. = 1) H = N/A ft. Height of crest above surrounding terrain Kh = N/A e((rY)/H) Sect. 2.6.6.4, TIA Kn= 1.00 = [1+((Ke'KO/Kh)]2 Sect. 2.6.6.4, TIA Gn= 1.00 Gust Effect Factor Sect. 2.6.7, TIA Qz servka=1 11.8 psf J= 0.00256 K K 2 -I Sect. 2.6.9.6, TIA Design Service Wind Forces: Section 2.6.9.2 Fas= 4zserv1wGh(EPA)as (where (EPA),=effective projected area of the appurtenance =C,A,) (see calculation table on next page) 3 Dewberry* Job Number 50091893 Made. by: AMD Date: 04/03/18 Checked by: JJY (MI54XC013 Island Crest) -Service Wind Load Date: 04/04/18 Q:150078995U0091893 - MI54XC013 - Island CrestWdmlReports\Structurah50091893 - M154XCO13 Island Crest Analysis Calc. (Sector Mount, FBC).XISX Element Definition: (Mounting Pipe) Description Dimensions (in.) Weight (Ib) Length / #Supports W D H TTTT65AP-1XR 12.00 4.60 63.40 41.00 2.00 RRUS-11 (Side) 7.20 17.00 1970. 50.70 1.00 (2z) RRUS-82 B41 831 B25 BTB 13.45 15.00 23.80 121.50 1.00 STRUCTURAL MEMBERS 2-718" OD Pipe 2.88 2.88 12.00 STAAD Pipe 2-7/8" OD Pipe 2.88 2.88 12.00 STAAD Pipe 0.00 0.00 0.00 • s Dewberryx Job Number 50091893 Made by: AMD Date: 04/03/18 Checked by: JJY (MI54XCQ13 Island Crest) - Service Wind Load Date: 04/04/18 0:650078995\50091893 - MI54XC013 - Island CrestXAdm\Repons\Structurah50091893 - M154XCO13 Island Crest Analysis Cale. (Sector Mount, FBC).xlsx Service Wind Load Members Dimensions (ft.) Area (A.)aa (normal (at) Area (A.), (tangent) (SO Aspect Ratio (normal) Aspect Ratio (tangent) Cana (normal Table 2-8 Cats (tangent) Table 2-8 Width (Normal Depth I (Tangent) Height (orspan) TTTT65AP-1XR 1.00 0.38 5.28 6.28 2.01 5.28 13.89 1.32 1.63 RRUS-11 (Sitle) 0.60 1.42 1.64 0.98 2.33 2.73 1.15 1.21 120 ) RRUS82 Bat & 31 B25 1.12 1.25 1.98 2.22 2.48 1.77 1.58 1.20 1.20 STRUCTURAL MEMBERS 2-7/8" OD Pipe 0.24 0.24 0.24 4.17 4.17 0.74 0.74 2-7/a" OD Pipe 0.24 0.24 0.24 4.17 4.17 0.74 0.74 iT Service Effective Projected Area & Wind Loads Members EPA.. @@ 0.00 (SO EPAaa 30.0• (at) EPAaa @ 60.0° (al EPAaa @ 90.0° (SO Fas @ 0.01 (lb) Faa @ 30.0. (lb) Fas @ 60.01 (Ib) Faa @ 90.01 ON TTTT65AP-1XR 6.97 6.05 4.20 3.28 41.1 35.7 24.8 tg 3 RRUS-11 (Side) 1.19 1.59 2.39 2.80 14.0 18.7 - 28.2 33AJOA RRUS82 B41 & 31 B25 2.66 2.74 2.90 2.98 31.4 32.4 34.2 STRUCTURAL MEMBERS 2-7/8" OD Pipe 0.18 - - _ - 2.1 2-7/8"OD Pipe 0.18 - - - 2.1 - _ _ 9 Dewberry' Job Number 50091893 Made by: AND Date: 04ION18 (MI54XC013 Island Crest) -Load Input for STAAD Model Checked by: JJVDate: 04/0M18 Q1500)89955009te93-MISOXL013- Islantl LresNWmViepohlSWctwN5o091893-MISGXC0131s1ard Cresl Mays¢ Lala (SMor Mavnp FBC)xlsx STAAD Gravity Load input Equipment STAAD Wind Load Calculation Equipment Axis Case #1 Case #2 Case #3 Case #4 Case #5 Case #6 Case #7 Case #8 Case #9 Case #10 Case #11 Case #12 0° 30' 60' 90°d50° 180° 210° 2d0° 270° 300° 330° Not Shielded x 'Fp -0.87Fsp -0.50F® 0.50Fsa 0.87F,m x O.SOFep 0.87F® F. 0.87Fap O.SOFm Inverse of Case#1 Imerseof Case#2 Inverse of Casa#3 Inverse of Case#4 Inverse of Case95 Inverse of Case#e Shielded 2 WA WA -0.SOFM 0.50F® N/A x N/A 087F® Fap 687F® N/A Dewberry' Job Number 50091893 Made by: AMD Date: 04/03/18 (MI54XC013 Island Crest) —Load Input for STMD Model � Checked by:� JJy OfMOV599550091993-MI500C013-Islantl Cre aavePoRs,,,oraffi50091aa3-MI56XC013Island Crts( Mamaa Cale, (sector Mount Fee)xax Date: oN04n6 BTAAD Load Input Masten Wind Loanh ' Antenna Position Axis Case #1 0° Case #2 30- Case W 60° Casa fK 90° Case #5 120° Case #6 150° Case #7 180' Case" 210° Case #9 TAO° Case #10 270° Case #11 300° Case #12 330° r 65nR-1XR (NOUWdeao z -207.7 456.8 -62.6 62.6 156.8 Inverse of Case#1 Inverse of Case#2 Inverse of Case#3 Inverse of Case 94 Inverse of Case#5 Inverse of Case#6 x 90.1 108.8 97.6' 108.8 90.1 RRus.v(sae) (Natsniddep z -70.7 -82.4 -71.3 71.3 82.4 % 47.4 124.1 i66.6 124.1 47.4 (b) RRusa2 Bat a 31 B25 BT1 (Not snwood) z -158.8 -142.2 -86.4 86.4 142.2 % 61.7 150.2 177.4 150.2 81.7 Dewberry' Job Number 50091893 Made by. AMp Data: 04/03/18 (MI54XC0131s1antl Crest)— Load Input for STAAD Model Checked by: JJyDate: p WO]e99515009i893-MISMCOt3-Is6M CrealNimlRe�ns151mcNaMO9i09J-MI5p%C0131sIanOIXesf MaMla Glc (SMw Maw[ FBC)slsx 04/04/18 STAAD Load Input eServioe Wind Lead Antenna Position irrresnRnxR (Ivm saeleaej Axis z Case#1 0° -0i.t Case#2 30° -31.1 1 Case 0 60° -124 Case #4 90° Case #5 720° 12.4 Case #6 150° 31.1 Case#7 180° Inverse of Case#i Case#8 210° Inverse of Case#2 Case#9 240° Imerse of Case#3 Case#10 270° Inverse a Case#4 Case#11 300° Inverse of Case#5 Case#12 330° Inverse of Case#6 x - 17.9 21.6 19.3-21.6 _ 17.9 RRUs-11 (sae) _ (rver smera4 z -14.0 -16.3 -14.1 14A - 16.3 x - 9.4 24.5 33.0 24:5 9.4 (a)RRUSd 841 a31 a26 or (mot sniere dl Z -31.4 -28.2 -17.1 17A 28.2 x 16.2 298 35.1 29.8 16.2 Software lioensed to Dewbeny Job Title M154XCO13 Island Crest t Client Job Information Job No is 50091893 Part Ref EY AMD D; File M154XCO13 Island Engineer Checked Approved Name: AMD ',7y Date: 03-Apr-18 Project ID Project Name Structure Type SPACE FRAME Number of Nodes 22 Highest Node 32 Number of Elements 78 Highest Beam 1 26 Number of Basic Load Cases 13 Number of Combination Load Cases 24 Included in this printout are data for. All The Whole Stmcture Inrinr art n fh(e d..f...n ., Type Llc Name Primary 1 DEAD Primary 2 WL#1 - Primary 3 WL#2 Primary 4 7L#3 Primary 5 75#4 Primary 6 WL#5 _ Primary 7 WL#6 Primary 15 WLS#1 Primary_ 16 WLS#2 Primary 17 7LS#3 Primary 18 WLS#4 Primary 19 7LS#5 Primary 20 WLS#6 Combination 21 1.2D+1.6WL#1 —Combination— —22— y2D�c6lM-97- Combination 23 1.2D+1.6WL#3 Combination 24 1.2D+1.6W-#4 Combination 25 1.2D+1.6WL#5 Combination 26 1.2D+1.6WL#6 Combination 27 1.2D+1.6WL#7 Combination 28 1.2D+1.6WL#8 Combination 29 1.2p+1.6WL#9' Combination 30 1 1.2D+1.6WL#10 Combination 31 1.2D+1.6WL#ll Combination 32 1 1.2D+1.6WL#12 Print TimelDate: STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 1 Rev Cho JjY 03-Apr-2018 16:23 Print Run 1of 17 Job No I Sheet No 50091893 2 Rev v Software licensed to Oewbetry PaR Job Title M154XCOl 3 Island Crest Ref BY AMD Da"03-Apr-18 Chd JJY Client File MI54XCO13 Island Cresul Datemme 03-Apr-2018 16:23 Job Information Cont... Type LIC Name Combination 48 1.OD+I.OWLS#4 Combination 49 1.OD+I.OWLS#5 Combination 50 1.OD+I.OWLS#6 Combination 51 1.OD+I.OWLS#7 Combination 52 1.OD+1.OWLS#8 Combination 53 1.OD+I.OWLS#9 Combination 54 1.OD+I.OWLS#10 Combination 55 1.OD+I.OWLS#11 Combination 56 1.OD+I.OWLS#12 PAnl TimefOate: 03/04/2018 16:38 STAAD.Pro VOi(SELECTseries 6) 20. 07. 11.90 Pnnt Ron2or17 Software licensed to Dewbi iob rue M 154XC013 Island Crest Ah-h e Nodes Node X (in) y (in) Z (in) 1 0.000 0.000 0.000 2 0.000 84.000 0.000 3 O 000 18.000 0.000 4 0.000 60.000 0.000 5 0.000 70.000 0.000 6 0.000 22.000 0.000 7 7.500 18.000 -2.000 8 7.500 60.000 -2.000 9 77.500 18.000 -2.000 10 -7.500 _ 60.000_ 11 0.000 18.000 - -2.000 12 0.000 60.000 -2.000 13 -6.000 18.000 -2.000. 14 -6.000 60.000 -2.000 15 6.000 18.000 -2.000 16 6.000 60.000 -2.000 17 42.000 92.000 0.000 18 42.000 70.000 0.000 19 42.000 18.000 0.0. 20 42.000 -4.000 0.000 22 42.000 8.0 300 0.000 Mn,/Date: 03M/2018 Job No 50091893 Part 3 AMD Da"03-Apr-18 M154XC013 Island Crest.t Date STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 Rev Cbd jjy 3-Apr-2018 16:23 Print Run Rev 50091893 1 _ 4 � Software licensed to Dewb[ M154XCO13 Island Crest AMD DatE03-Apr-18 Chd JJy M154XC013 Island Crest.:. Datemme 03-Apr-2018 16:23 Nodes Cont... Node X (in) y Z 32 42.000 6.000 0.000 Be roam NumAe.o Beams Wad I Beam Node A Node B Length (in) Property p (degrees) 1 2 5 14.000 1 0 2 3 1 18.000 1 0 3 4 6 38.000 1 0 '-4— _-5-- --4— 7710000= 77_0_ 5 6 3 4.000 1 0 6 10 14 1.500 2 _ 45 7 12 16 6.000 2- 45 8 9 13 1.500 2 45 9 11 15 6.000 2 45 10 13 11 6.000 2 45 11 14 12 6.000 2 45 12 15 7 1.500 2 45 13 16 8 1.500 2 45 14 17 18 22.000 1 0 STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 Print Run 4 of 17 r Sofhvare liwnsed to Dewbe Job Title M154XCO13. Island Crest Client Beams Cont... Beam NodeA NodeB Length (in) Property P degrees) 15 19 32 12.000 1 0 16 22 18 32.000 1 0 18 22 19 20.000 1 0 26 32 20 10.000 1 0 Section Properties Job No Sheet No Rev 50091893 5 Part Ref By AMD Date03-Apr-18 Chd JJY File M154XCO13 Island Crest.4 Dale nme 03-Apr-2018 16:23 Prop Section Area (in2) 1, (ink lu (in') J (in.) Material 1 PIP 2 1 1.610 1.450 1.450 2.907 . STEEL 2 L30304 1.440 1.982 0.506 0.031 STEEL Materials Mat Name . E (kipin2) v Density (kiplin) (/°F) 1 STEEL 29E+3 0.300- 0.000 6E-6 2 STAINLESSSTEEL 28E+3 0.300 0.000 10E-6 3 ALUMINUM t0E+3 0.330 0.000 13E-6 4 CONCRETE 3.15E+3 0.170 0.000 5E-6 Supports Node X (kiprin) Y- (kipM) Z (kiptin) rX (kipft/deg) IrY (kip"fttdeg) rz (kip --/deg) 13 Fixed Fixed Fixed 14 Fixed Fixed Fixed 15 Fixed Fixed Fixed 16 Fixed Fixed Fixed 19 Fixetl Fixed Fixed 32 1 Fixed 1 Fixed I Fixed There is no data of this type. Print Tirne/Date: MM201816:38 STAAD.Pro V8i (SELECTsedes 6) 20.07.11.90 Print Run 5 of 17 Rev 50091893 1 6 dobrde M154XCO13Island Crest _ Ref Client 6y AMD Datr03-Apr-18 Chd JJY File M154XCO13 Island Crest: Datemme 03-Apr-2018 16:23 Primary Load Cases Number Name Type 1 DEAD Dead 2 WL#1 Wind 3 WL#2 Wind 4 WL#3 Wind 5 WL#4 Wind 6 WL#5 Wind 7 WL#6 Wind 15 WLS#1 Wind 16 WLS#2 Wind 17 WLS#3 Wind 18 WLS#4 Wind 19 WLS#5 Wind 20 WLS#6 Wind Combination Load Cases Comb. Combination L/C Name Primary Primary UC Name Factor 21 1.2D+1.6WL#1 1 DEAD -- 1.20 2 WL#1 - 0 22 1.2D+1.6WL#2 - 1 DEAD - 11.6 .60 --3 WL#2 - - -1.60 23 1.2D+1.6WL#3 1 DEAD - - 1.20 _ 4 - WL#3 - 1.60 24 1.2D+1.6WL#4 -1 DEAD 1.20 5 WL#4 - - 1.60 25 1.2D+1.6WL#5 1 DEAD -- 1.20 6 WL#5 - 1.60 26 1.2D+1.6WL#6 1 DEAD - 1.20 7 WL#6 - 1.60 27 1.2D+1.6WL#7 1 DEAD 2 WL#1 -1.60 28 1.2D+1.6WL#8 1 DEAD 1.20 29 1.2D+1.6WL#9 1 DEAD 1.20 4 WL#3 -1.60 30 1.2D+1.6WL#10 1 -DEAD 1.20 5 WL#4 -1.60 31 1.2D+1.6WL#11 1 DEAD 1.20 6 WL#5 -1.60 32 1.2D+1.6WL#12 1 DEAD 1.20 _ 7 WL#6 -1.60 45 1.OD+I;OWLS#1 1 DEAD 1.00 15 WLS#1 1.00 Print Timelonts: 03104201816:38 STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 Pdnt Run 6 of 17 Job No Sheet No Rev Oil r50091893 7 Software licensed to Dewberry Pad Job We M154XCOl3 Island Crest Ref ey AMD Date03-Apr-18 Chd JJY Client File M154XCO13 Island Crest.4 DateTme 03-Apr-2018 16:23 Combination Load Cases Cont... Comb. Combination LIC Name Primary Primary LIC Name. Factor 46 1.OD+I:OWLS#2 1 DEAD 1.00 16 WLS#2 1.00 47 1.013+1.0WLS#3 1 DEAD 1.00 17 WLS#3 1.00 48 1.OD+1.0WLS#4 1 DEAD 1.00 18 WLS#4 1.00 49 1.OD+I.OWLS#5 1 DEAD 1.00 19 WLS#5 1.00 50 1.OD+I.OWLS96 1 DEAD 1.00 20 WLS#6- 1.00 51 1.OD+I.OWLS#7 1 DEAD 1.00 15 WLS#1 -1.00 52 1.OD+I.OWLS#8 1 DEAD 1.00 16 WLS#2 -1.00 53 1.OD+I.OWLS#9 - 1 DEAD 1.00 17 WLS#3 -1.00 54 1.OD+I.0WLS#10 I DEAD 1.00 18 WLS#4 - -1.00 55 1.OD+I.OWLS#11 - - - 1 DEAD 1.00 -1.OD+I.OWLS#12 19 WLS#5 -1.00 56 - 1 DEAD 20 #8 WLS- ::A Pdntrmemate:03marz01816:38 . STAAD.ProV8i(SELECTsenes6)20.07.11.90 Print Run 7of17 Job No Sheet No Rev 50091893 8 Software licensed to Dewberry Pan Job Ttle M154XCO13 Island Crest Rer ey AMD DatfO3-Apr-18 Chd JJY Client File M154XCO13 Island Cresf.t Datemme 03-Apr-201816:23 .p91 Up r 6 .9916m a lx wtv ax nv 6oaa1 Dead Load �clan6a lmm �faeo9l6rT y a v 9 \b.ma aip 9uv O.Oa3 U �'•108WIMT LIa2Lp _ _ _ _ 0-090 � 0.6YOIMT f0.6W ItfT �-a ] ?f9.ao9 iam w.d a Wind Load (Typ.) Print❑me/Date nitl im9R 1R aR oir u.riovol(SELECT series 6) ZD.D7.11.80 Pnnt Run 8 of 17 � Software licensed to Dewberry Job Tine M154XC013 Island Crest Client 1 DEAD: Node Loads 50091893 1 9 Pad Ref By AMD Da'E03-Apr-18 =ra M154XC013 Island Crest[ oaten Node FX (kip) FY (kip) FZ (kip) MX (kipin) MY (kip -in) MZ (kipin) 5 - -0.021 6 - -0.021 18 - -0.051 22 - -0.122 1 DEAD: Selfweight Direction Factor Assigned Geometry " Y -1.000 1 ALL 2 WL#1 : Node Loads Node FX (kip) "FY (kip) FZ (kip) MX (kip -in) MY (kiOO MZ (kip -in) 5 - - -0.208 6 - - -0.208 18 - - -0.07..1 22 - - -0.159 2 WL#1 : Beam Loads Beam -- Type Direction Fa Da (in) - Fb - Db Ecc. (in) 1 UNI Ibf/R -GZ -10.600 2 UNI - Ibf/ft GZ -10.600 5 UNI Ibf/ft GZ 710.600 - = _ _ 14 - UNI Ibf/ft GZ 710. 000 - - 15 UNI Ibflft GZ -10.600 UNI bf/ft GZ -10.600 16 b/ft GZ 26 1 UNI Ibf/ft 3 WL#2 : Node Loads Node FX (kip) FY (kip) FZ (kip) NIX (kip -in) MY (kip-in) MZ (kip-in) 5 0.090 - -0.157 ' 6 0.090 - - -0.157 1S 0.047 - - -0.082 22 0.082 - -0.142 031041201816:38 V8i (SELECTseries 6) 20.07.11.90 Rev 0AU Print Run Software licensed to Dewbi yob Title M154XCO13 Island Crest 3 WL#2 : Beam Loads Job No Sheet No 50091893 10 red Ref By AMD Da'E03-Apr-18 File M154XCO13 Island Crest.4 Datem Beam Type. Direction Fa Da (in) Fb Db Ecc. (in) 1 UNI Ibf/ft GZ -10.600 2 UNI Ibf/ft GZ -10.600 5 UNI Ibfit GZ -10.600 14 UNI Ibf/ft GZ -10.600 15 UNI Ibf11 GZ -10.600 16 UNI Ibf/ft GZ -10.600 18 UNI Ibf/ft I GZ -10.600 26 UNI Ibf/ft I GZ -.10.600 4 WL#3 : Node Loads Node FX- (kip) FY (kip) FZ (kip) MX (kipin) MY (kipin) MZ (kip in) 5 0.109 - -0.063 - - 6 0.109 - -0.063 18 0.124 - _-0.071 22 0.150 - -0.086 4 WL#3 : Beam Loads Beam Type - Direction Fa Da (in) Fb Db - Ecc. (in) 1 UNI - -Ibf/ft GX 10.600 2 UNI IbVft GX 00.600 3 UNI Ibf/ft GX 00.600 4 UNI Ibf/ft _ GX 00.600 5 UNI - IbNft GX 00.600 14 UNI - - Ibf/ft GX -10.600 15 UNI Ibf/ft GX 10.600- 16 L26 UNI Ibf/ft GX 00.600 18 UNI Ibf/ft GX 10.600 -UNI Ibf/ft GX 10.600 5 WL#4 : Node Loads Node FX (kip) FY (kip) FZ (kip) MX (kip -in) MY (kip -in) MZ (kipin). 5 0.098 6 0.098 18 0.167 22 0.177 PdnlTme/Date: STAAD:Pro V8i (SELECTseries 6) 20.07.11.90 Rev Chd jjY 03-Apr-2018 16:23 Print Run 10 of 17 Rev 60091893 11 Software licensed to Dewberry Part Job Tilde M154XC013 Island Crest r:er AMD Datr03-Apr-18 Cbd jjy M154XCO13 Island Crest: Daternme 03-Apr-2018 16:23 5 WL#4 : Beam Loads Beam Type Direction Fa Da (in) Fb Db Ecc. (in) 1. UNI IbVft GX 10.600 2 UNI Ibf/ft. GX 10.600 3 UNI Ibf it GX 10.600 4 UNI IbfIt GX 10.600 5 UNI Ibf ft GX 10.600 14 UNI Ibf/ft GX 10.600 15 UNI Ibf/ft GX 10.600 16 UNI Ibf/ft GX 10.600 18 UNI Ibf/ft GX 10.600 26 UNI Ibf/ft GX I 10.600 6 WL#5 : Node Loads Node FX (kip) FY (kip) FZ (kip) MX (kip -in) MY (kip -in) MZ (kip -in) 5 0.109 - 0.063 - --- _ 6 0.109 - 0.063 18 0.124- 0.071 22 0150 - 0.086 6 WL#5 : Beam Loads Beam Type Direction -Fa Da (in) Fb Db Ecc. (in) 1 UNI Ibf/ft GX 10.600 2 UNI Ibfft GX 00.600 3 UNI -Ibf/ft GX 10.600 4 -5 UNI IWit GX - 00.600 UNI Ibf/ft GX 00.600 UNI Ibf/R GX 10.600 15 UNI Ibf/it GX 10.600 L14 16 UNI Ibf/ft GX -10.600 18 UNI Ibf/ft GX 10.600 -26- �UNl Ibf/ft- GX- T0.-6D0 7 WL#6 : Node Loads Node FX (kip) FY (kip) FZ (kip) MX (kip -in) MY (kip -in) MZ (kip -in) 5 0.090 0.157 6 0.090 - 0.157 18 0.047 - 0.082 22 0.082 - 0.142 Toe/Date: 031041201816:as STAAD.Prb V8i (SELECTseries 6) 20.07.11.90 17 GOPPAW Job No I Sheet No Rev 50091893 12' Software licensed to Dewberry Part Job Title M154XCO13 Island Crest Ref ey AMD Date03-Apr-18 Chd jjy Client File M154XC013 Island Crest! Daternme 03-Apr-2018 16:23 7 WL#6 : Beam Loads Beam Type Direction Fa Da (in) Fb Db Ecc. (in) 1 UNI Ibf/ft GZ 10.600 2 UNI Ibf/ft GZ 00.600 - 5 UNI Ibf/R GZ 00.600 - 14 UNI Ibf/ft GZ 10.600 15 UNI Ibf/ft GZ 10.600 16 UNI Ibf/ft GZ 10.600 18 UNI Ibf/ft GZ 10.600 26 UNI Ibf/ft GZ 10.600 15 WLS#1 : Node Loads Node FX (kip) FY (kip) FZ (kip) MX (kip -in) MY (kip9n) MZ (kip -in) 5 - - -0.041 6 - - -0.041 18 - - -0.014 22 - - -0.031 15 WLS#1 : Beam Loads Beam Type - Direction Fa Da. (in) Fb Db Ecc. (in) 1 UNI Ibf/ft GZ -2.100 2 -UNI " IWit GZ -2.100 - -- - _ 5 UNI Ibfit GZ -2.100 14 UNI Ibf/ft GZ 15 UNI Ibf/ft GZ -2.100 16 UNI Ibf/ft GZ - -2.100 18 UNI IWit GZ -2.100 26 UNI Ibf/ft GZ -2.100 0 16 WLS#2 : Node Loads Node FX (kip) FY (kip) FZ (kip) MX (kip -in) MY (kip -in) MZ (kipin) 5 0.018 - -0.031 .6 0.018 - -0.031 18 0.009 - -0.016 22 0.016 - -0.028 Punt Time/Date: 03/04201816:38 STAAD.Pro V8i(SELECTsedes 6) 20.07.11.90 Flint Run 12 of Job No Sheet No Rev 16 wellmi 60091893 13 tTAV Sottwam licensed to Dewberry Pad '- JebTiue M154XCO13 Island Crest Ref BY AMD Dat"03-Apr-18 Chd JJY Client File M154XCO13 Island Crest.; Dateinme 03-Apr-2018 16:23 16 WLS#2 : Beam Loads Beam Type Direction Fa Da (in) Fb Db Ecc. (in) 1 UNI Ibf/ft GZ -2.100 2 UNI Ibf/ft GZ -2.100 5 UNI Ibf/ft GZ -2.100 14 UNI Ibf it GZ -2.100 15 UNI Ibf It GZ -2.100 16 UNI Ibf/ft. GZ -2.100 18 UNI Ibf/ft GZ -2.100 26 UNI Ibf/ft GZ -2.100 17 WLS#3 : Node Loads Node FX (kip) FY (kip) FZ (kip) _Mx (kipin) MY - (kip -in) MZ (kip -in) 5 - 0.022 - - -0.012 6 0.022 - -0.012 18 0.024 - -0.014 22 0.030 - -0.017 17 WLS#3 : Beam Loads Beam Type Direction Fa j Da Fb Db Ecc. 1 UNI Ibf/ft GX -2.100 2 - UNI Ibf/ft GX 2.100 3 UNI Ibf/ft GX 2.100 4 UNI Ibf/ft .. GX 2.100- 5 UNI - Ibf/ft GX-2.100 UNI Ibi/ft GX 2.100UNI Ibf/ft GX 2.100UNI L Ibf/ft GX 2.100UNIIbf/ftGX 2.100-UNI Ibf/ft GX -2.100 18 WLS#4 : Node Loads Node FX (kip) FY (kip) FZ (kip) MX (kip -in) MY (kip -in) MZ (kip -in) 5 0.019 6 0.019 18 0.033 22 0.035 03/04/201816:38 STAAD.Pro Wit (SELECTsenes 6) 20.07.11.90 Prim Run 13 of 17 Job No Sheet No Rev 60091893 14 Idwj Sa(tware licensed De.Meny Part Job Tine M154XCOl 3 Island Crest Ref By AMD Date03-Apr-18 Chd JJY Client File M154XCO13 Island CresU Date/nme 03-Apr-2018 1 18 WLS#4 : Beam Loads Beam Type Direction Fa Da (in) Fb Db Ecc. (in) 1 UNI Ibf/fl GX 2.100 2 UNI IbfIt GX 2.100 3 UNI Itif/ft GX 2.100 4 UNI Ibf/ft GX 2.100 5 UNI Ibf ft GX 2.100 14 UNI Ibf/ft. GX 2.100 15 UNI Itif/ft GX 2.100 16 UNI Ibf/ft GX 2.100 18 UNI Ibf/ft GX 2.100 26 UNI Ibf/ft GX 1 2.100 1 19 WLS#5 : Node Loads Node FX (kip) FY (kip) FZ (kip) MX (kip -in) MY (kip -in) MZ- (kip -in) 5 0.022 - 0.012 - -- 6 0.022 - 0.012 18 0.024 - 0.014 - -_ 22 - 0.030 - 0.017 19 WLS#5 : Beam Loads Beam Type Direction ' Fa - Da (in) Fb Db Ecc (in) 1 UNI Ibf/ft. GX 2.100- 2 UNI IWit - --GX 2.100 3 UNI Ibfft GX 2.100- 4 UNI- Ibf/ft GX 2.100-- 5 LL14UNI UNI Ibflft - GX 2.100 Ibf/ft GX 2.100UNI Ibf/ft GX 2.100UNI Ibf/ft GX - 2.100UNI Ibf/fl 'GX 2.10 UNt--Ibf/ft--GX— 2.T00 - _ 20 WLS#6 : Node Loads Node FX (kip) FY (kip) FZ (kip) MX (kip -in) MY (kip -in) MZ (kip -in) 5 0.018 0.031 6 0.018 0.031 18 0.009 - 0.016 22 0.016 - 0.028 WM4/261816a6 STAAD.Pro V8i (SELECTsenes 6) 20.07.11.90 Pnnt Run 14017 -'� Software liceneed-to Dewberry Job TWO M154XCO13 Island Crest Client 20 WLS#6 : Beam Loads Job No I Sheet No Rev 50091893 15 Part Ref By AMD DateO3-Apr-18 Chd JJY -"e M154XCO13 Island Crest.: Date�me 03-Apr-2018 96:23 Beam Type Direction Fa j Da (in) Fb Db Ecc- c0) 1 UNI Ibf/ft GZ 2.100 2 UNI Ibf GZ 2 - 5 It.100 UN I Ibf/ft GZ 2.100 - - _ 14 UNI Ibf/fl -UN - GZ 2.10E 15 I Ibf/ft GZ 2.100 16 UNI Ibf/fl GZ 2.10E - 18 UNI Ibf/ft GZ 2.100 - 26 UNI Ibf/ft GZ 2.100 Node Displacement Summary Node Uc X (in) Y (in) Z (in) Resultant (in) -rX- (red) rY (rad) rZ (rad) Max 17 24:1.2D+1.6WI 0.885 -0.000 0.000 0.885 0.000 0.000 -0.015 'Min X 17 30:1.2D+1.6W1 -0.885 -0.000 - 0.00E 0.885 0.000 0.000 0.015 MaxY 12 27:1.2D+1.6WI 0.00E 0.001 0.001 0.002 0.001 0.00E :0. 000 Min Y 12 21:1.21)+1.6W1 0.000 -0.001 -0.001 0002 -0.001 -0.000 0.00E MaxZ 17 26:1.2D+1,6WI 0.231 -0.000 0.558 0.604 0.009 0.000 -0.004 Min Z 17 22:1.2D+1.6W1 - -0.231 -0.000 -0.558 0.604 -0.009 0.000 -0.004' Max rX 17 26:1.2D+1.6W1 _ 0.231 -0.000 0.558 0.604 0.009- 0.000 -0.004 Min rX 17 22:1.2D+1.6WI 0.231 -0.000 -0.558 0.604 -0.009 0.060 -0.004 Max rY 14 -21:1.2D+1.6WI 0.000 0.000 0.000 0.000 -0.001 0.000 -0.000 Min rY 16 21:1.2D+1.6WI 0.0E0 0.00E 0.00E 0.00E -0.001 -0.000 - 0.000- MaxrZ- 17 30:1.2D+1.6WI --0.885 -0.000 0.000 0.885 - 0.00E 0.00E 0.015 Min rZ 17 24:1.2D+1.6W1 0.885 -0.000 0.00E 0.885 0.00E 0.00E -0.015 Max Rst 17 24:1.20+1.6WI 0.885 -0.000 0.000 0.885 0.000 0.000 -0.015 Reaction Summary Max FX 19 30:1.2D+1 -Min-FX - -_- 9.= 4q..2D+1 Max FY 19 211.213+1 Min FY 14 26:1.2D+1 Max FZ 19 22:1.2D+1 Min FZ 19 26:1.2D+1 Max MX 13 1:DEAD Min MX 13 1:DEAD Max MY 13 1:DEAD Min MY 1 13 1 1:DEAD 1■17_1B. 2.608 0.eve 000 U.cUU 0.250 U.000 1.711 0:000 0.00E 0.000 0.00E 0.000 0.00E -0.080 •0.171_ _ -0.206 0,0.00 - 0.000. 0.000 -0.753 0.25E 1.740 _ 0:000 0.00E 0.000 -0.753 0.250 -1.740 0.000 0.000 0.000 0.00E 0.022 0002 -0.000 0.00E 0.000 0.00E 0.022 0.002 0.000 0.00E 0.000 0.000 0.022 0.002 0.000 0.000 0.000 0.00E 0.622 0.002 0.00E 0.00E 1 _ 0.000 0.00E 0.022 1 0.002 0.00E 0.000 0.00E 0.00E 0.022 0.002 0.000 0.00E 0.00E PdntTmelDate: 03/04rz01816:38 STAAD.Pro V81(SELECTsenes 6) 20.07.11.90 Print Run 15 of 17 0=111 Software licensed to Dewb� Job Tide M1547CO13 Island Crest Client Utilization Ratio Rev 50091893 1 16 AMD Dats03-Apr-18 Chd JJY M154XC013 Island Crest.: DateTme 03-Apr-2018 16:23 Beam Analysis Design Actual Allowabl Ratio Clause L/C Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (in') (in°) (in (in°) 1 PIPS25 PIPS25 0.003 1.000 0.003 LRFD-Hl-1B- 21 1.610 1.450 1.450 2.900 2 PIPS25 PIPS25 0.005 1.000 0.005 LRFD-Hl-1 B- 21 1.610 1.450 1.450 2.900 3 PIPS25 PIPS25 0.075 1.000 0.075 LRFD-H1- 13 -27 1.610 1.450 1.450 2.900 4 PIPS25 PIPS25 0.083 1.000 0.083 -HI-113 21E450 10 1.450 1.450 2.900 5 PIPS25 -PIPS25 0.032 1.000 0.032 -H1-1B- 2710 1.450 1.450 2.900 6 L30304 L30304 0.000 1.000 0.000 SHEAR-2 140 0.493 1.996 0.030 7 L30304 L30304 0.091 1.000 (0_0911-HI-1 B- 2240 0.493 1.996 0.030 8 L30304 L30304 0.000 1.000 0.000 R-Z 140 0.493 1.996 0.030 9 L30304 L30304 0.039 1.000 0.039 -HI-1 B- 2640 0.493 1.996 0.030 10 L30304 L30304 0.039 1.000 0.039 -Ht-1 B- 2840 0.493 1.996 0.030 11 L30304 L30304 0.091 1.000 0.091 -Hi-1 B- 1113 320 0.493 1.996 0.030 12 L30304 L30304 0.000 1000 0000 R-Z 10 0.493 1.996 0.030 13 L30304 L30304 0.000 1.000 0.000 R-Z 140 0.493 1.996 0.030 14 PIPS25 PIPS25 0.008 1.000. 0.008 -HI-1 B- 2110 1.450 1.450 2.90D 15 PIPS25 PIPS250.527 1.000 0.527 Hl-1 B- 2410 1.450 1.450 2.900 16 PIPS25 PIPS25 0240 1.000 0.240 -H1-18- 2410 1.450 1.450 2.900 18 PIPS25 PIPS25 0.530 1.000 Or530 HI-1 B- 240 1.450 1.450 2.900 26 PIPS25 PIPS25 0002 1.000 0.002 Hl-1B- 210 1.450 1.450 2.900 Failed Members I There is.no data of this;Iy e. Pnnt Time/Date: 03/04=1616:38 STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 Pant Run 16 of 17 Software licensed to Dewbf ob ine M154XCO13 Island Crest Client 4-" Job No I Sheet No 50091893 17 Pad Ref ay AMD Dah03-Apr-18 File M154XC013 Island Crest; Datefrii Lead a JJY 03M412018 lass STAAD.Pro V8i (SELECTsenes 6) 20.07.11.90 Print Run Rev LPaI50 091893Software licensed to Dewberry rob me M154XCOI 3 Island Crest I o , 6y AMD Dale03-Apr-18 Chd JJY Five M154XCO13 Island Crest.: Datemme 03-Apr-2018 16:23 Job Information Engineer Checked Approved Name: AMD dJy Date: 03-Apr-18 Project lD Project Name Structure Type I SPACE FRAME Number of Nodes 22 Highest Node 32 Number of Elements 18 Highest Beam 26 Number of Basic Load Cases -2 Number of Combination Load Cases 24 Included in this rintout are data for. All The Whole Structure Type LIC Name Combination 45 1.00+1.OWLS#I Combination 46 1.OD+I.OWLS#2 Combination 47 1.OD+I.OWLS#3 Combination 48 1.OD+I.OWLS#4 Combination 49 1.OD+I.OWLS#5 Combination 50 1.OD+I.OWLS#6 Combination 51 I.OD+I.OWLS#7 Combination 52 1.OD+I.OWLS#8 Combination 53 1.OD+I.OWLS#9 Combination 54 1.OD+I.OWLS#10 Combination 55 1.OD+I.OWLS#ll Combination 56 I.OD+I.OWLS#12 Node LIC X (in) y (in) _ Z (in) Resultant (in). rX (rad) rY (rad) rZ (rod) MaxX 17 48:1.OD+1.0WI 0.109 -0.000 0.000 0.109 0.000 0.000 -0.002 1 i X 17 54:1.OD+1.OWl -0.109 -0.000 0.000 0.109 0.000 0.000 0.002 Max 8 45:1.OD+1.OWI 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 Min Y 12 45:1.OD+I.OWL 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 Max Z 17 50:1.OD+I.OWI 0.029 -0.000 0.069 0.075 0.001 0.000 -0.000 Min Z 17 46:1.OD+I.OWI 0.029 -0.000 -0.069 0.075 -0.001 0.000 -0.000 Max rX 17 SO:1.oD+ItVIA 0.029 -0.000 0.069 0.075 0.001 0.000 -0.000 Min rX 17 1 46:1.OD+I.OWI 1. 0.029 -0.000 1 -0.069 1 0.075 .0.001 0.000 -0.000 Pnnt TmelDate: OWN12018 %39 STAAD.Pro V81 (SELECTsenes 6) 20.07.11.90 Pnnt Run 1 of 2 Software licensed to Dewberry Job Title M154XCOI 3 Island Crest Client Node Displacement Summary Cont Job No 50097893 Pan Re( By AMD D+ :ile M154XCO13 Island Rev 2 g Cbd JJV le/rime 03-Apr-2018 Node LIC X (in) Y (in) Z (in) Resultant (in) rX±(md) (red) rZ (red) Min rZ 17 48:1.OD+I.OWI 0.109 -0.000 0.000 0.109 0.000 -0.002Max Rst 17 48:1.OD+I.OWI 0.109 -0.000 0.000 -(0°1U9) 0.000 -0.002 Maximum allowable displacement per TIA is 1.5% cantilever under service loads 22" x (0.015) = 0.33" > 0.109" OK Print nine/Cate: 03/04201816:39 STAAD.Pro V8i(SELECTseries 6) 20.07.11.90 Print Run 2 of APPENDIX B ® Dewberry Site Name: M154CC013 Island Crest Site Address: 10680 S. Ocean Drive Jensen Beach, FL 34957 M154CCO13 Island Crest —Site Photos Photo of Antennas (Typical) Dewberry ASCE 7 Hazard Tool Page 1 of I ASCE 7 HAZARD M Location.. ( 4 ft with respect�to Nort hAmencanNert!cal Elevation Datum of 7;388 (NAVD86)`(�� a� Lat: i 27 27152 Long: , 80 20425-'- Standard: �� ASCE/SEI- =Risk i Category: I •.' -,-, ' alc u :TAILS - ..:. FULL REPORT SUMMARY- - ` All data are per the requirements of the ASCE/SEI 7 = .. standard; local requirements may vary:. r, \ 01 ©:2017 1 t.' 111 I Subscribe Login Measure Basemap Share https://asee7hazardtool.online/ 4/3/2018 Augment ID: M154=0131017.2 RFDS ID: 120699 smemmrr�ronse ae�ee s Mssaetlmelit SMSNfiedule Name mUpw PID nu OEM ..to OEM 0.FDSI—bD . - x@S0.evaionuate NFDS R-Id.ri FNerMalvau Cob late RFDS-Issue Date De4 n5[iNs - r..paur Bmb e'umunuComplete Peo'M Deeeaip[ion AmNYry Caldron Motlel Model Numbef Wei nt wzl mmendons m.. - - Manuhaurer Battery Behup Uhlnet Model Model Nomlur Wei It Ws. oimeneiona In. - Manumaumr - Junction Iker Model Motlel Numbe, - we' bt Ina Dimewone m. ManYfaMrer JuL=�, 7 nction Doaesneedelatsbe xR7I om o Moeel Number me...l DimFum an Ma ufaaturer NeMetl a[ilte RFM E Phone 3212=94I5 Mexla GbinetE or Model Number Wei M We. D'menelone In. - Manuhcturer ' Aw To Nat Model. Mndel Number we bt we. luirmotuou,n, Manuraaturer I op Nat Ouanti Poweeprot but Obinet Model Model Number We M1t IM.. Dlmensmns In. Manubebrrer Power Preteatim inat Leo[Ion OmIN. udwee211-2 ion iNde Market 0.egion CiN li Coee Cou GMAntenna Model - MatelNumber wei M wal Dimenaone m. Manufacturer - - G PS Mtenna needed et ute Rennomereedel Model Number Wel M1IILbz) Man um Giuwtli bbine[M;del Morel xnmbe. wei nt Iba Dlmeneions m. ManufacWrea Bra aE Model Motlel Number Wei M1tllLzl Dimendons m. Man.. m xnmberprBTs aL wMV.apnnlvl&pnaparnepm Spnnt Teorolo➢ee RepaR Dam: Dp/ 017 Pays 1 04 Mad, 2500 Red ...of.>`-r°w�%YzC`e4a'. Modal Number Npha RRUS82 Beta RRUS82 Garonne RRUS82 Delta N/A Epsilon N/A 2Mz N/A Weght(ft) 59 59 59 N/A NIA WA Dunensiom l8.Sx6x14 18.5x6x14 18.5x6x14 WA" WA '- WA Maodatl mre ERC ERC ERC " N/A WA"" WA - -- NumCefofRRUsneeded 1 1 1 - 0 - 0"-- RRU t FBei JtimMi.M kel61ode1 Modeltlumber m.` ,,Cr k0 4: WA N/A N/A WA WA Nlq Wepht(mal WA - WA N/A N/A WA N/A O'vnamlam WA N/A - N/A NIA WA Wq ManuelMier WA WA WA - N/A WA WA RRU to Finer Jumper Dry 0 0 D g 0 0 RRU to 5DlilterRrpYioiJumper Model Number McNeRAadel :a4., fi'±e�j2yx.f';xy`.e�jay'," NIA ^t*+' aa,sus ., " ynM:..w- ..� N/A WA WA WA - WA WepM(W WA N/A WA NIA NIA WA D6rrensbm WA WA WA N/A WA - ManufaMure 0 or umper Dy0 WA WA 0 WA 0 N/A 0 WA 0 NIA p FiCermoickl ;.-. n ' . ^.ary 7,- WA 3j= .l-.i"u°K.". 'mom:-r�` .t ks._ Model Numbs N/A WA WA WA WekPub(Ora) WA NIA WA N/A WA WA Dunen,da WA NIA WA WA WA N/A Mani fac WA WA N/A WA WA NA Model Number N/A WA WA WA NIA. N/A Wa9ht(0s) WA WA WA WA WA WA_ ' OOnellsiom WA ManuMCNre WA Filler ModNO - `""'^"'^-•'} Model Number N/A NIA N/A - WA WA WA WA WA WA N/A, WA .,.„� WA N/A NIA WA Weight(let) WA. - N/A' WA N/A WA Dbnensbns WA WA WA WA WA N/A MenufapMrer WA - WA WA WA WA WA Tmnli Gebm I Mo&INmnbe WA NIA N/A WA N/A WA wd¢hrytxl N/A WA WA WA WA WA bboensl"Ill".l WA WA NIA WA N/A WA Manu WA Wq WA WA WA NIA w spdnivWon.spdntmm Sprint TeAnologies Roma Dale: 04 017 Page 2 of 4 Band: 2500 Mpha Be Gamma OeMa Epsilon Zeta rmnkoaM a¢ry Tlsink Gatti 3. Modet Numbe WA WA _ WA- WA WA - WA weiNtlWz.I WA - WA WA - - - WA - - WA -_- WA pimendms lln.l WA - WA - '.: NIA WA- - - WA - N/A Mann-,, WA - WA - WA A - - - WA - WA Trvn4Gblea¢N T3unkCaCle1 Model Numae WA WA WA A WA MA welp�gibs.l WA WA N/A /A - WA WA ¢imendons pnA WA WA WA q WA IMA Mmd=um WA WA WA A WA WA T-Mb?e3Qry 0nttam JumperblakelMotlel Model Number WA welsnrylbs.l WA WA Olmerslons pnl WA WA q q N/A WA - Mwu9tt WA WA /A A WA WA konunldmper¢ry Mein Una Coe%MakeModel 0 0 0 p Model Number N/A WA WA A WA WA wdabel�l WA' WA WA A WA WA olmemimslln.l WA WA NIA A WA - WA MmNanuies WA WA A A WA WA MaNIIneW PoxerJmMtion Cy0ntlerModel 0 'p 0 N Mode Numbe WA WA WA A WA -- N/A Wfth, Ml WA WA_ WA q N/A N/A mmemlms pml N/A WA WA A WA WA Mmufutmm WA WA A - A WA WA. Pow2rluMun Minder QN O tka JanaNen Gy0nA0l0tT naWed Q 0 0 0 0 Model Number N/A I WA q WA WA Wel htlibs.l WA WA WA A - N/A. - Oimmdmslln.l WA WA WA NIA NIA Mmutattum WA WA - WA MA W opnnllurg nC hMerQryrcMed G o a 0 tl wee islpnspdrRmm Gpndnt TeMnob0iea RepoRGale: OdZ2o1r Pa0a3af4 liaad; 2500 AO@canal Alpha Beta Gamma Della Epsilon Zeta Motlel Number TT1-f65AP-1%R TTTT65AP-iXR TTTT65AP-1XR WegM (0s) 33 33 33 N/A WA WA Dimensions fi3.3x 12 z4.6 63.3x 12 x 4.6 63.3x 12 x 4.6 WA N/A Manufacturer CommScope cmarns ope Comm6cope WA WA WA ntl Top Jumper MaleMlode/Dryl SJumpar a ZS Jumper a 2.5 Jumper WA WA Ant l RF requested WA N/A N/A a WA P WA 0 Aril t requested TOP Jumper RF Top Jumper - NIA NIA NIA Len80(d) WA WA NIA WA WA N/A Antenna 1 Amnuth 1 A Amara l Mechanical DT 0 0 0 WA NIA NIA Antenna l Center ❑na(fl) 128 128 128 WA WA WA Antenna l Elechical DT 2 2 2 Antenna1 Etechical DT2 WA NIA N/A WA WA WA WA Antenna l Electrical DT 3 WA WA WA WA WA Antenna 1 Twist 0 0 WA WA WA A tenna3 0 WA WA WA Model Number _ Weight Ohs) NIA -- WA _- WA WA N/A Dimensions WA - WA NIA WA- - NIA Manufacturer WA WA - WA N/A NIA p TaPJur�ger MakerModelpryl A WA WA WA NIA o WA o NIA o N/A AM2 RF Top Jumper Diameter WA WA WA WA WA WA An@ RF Top Jumper Lan,t1h(ft) WA WA WA WA WA WA AMenn32AamuM NIA NIA N/A N/A NIA WA Antenna 2 Mechanical DT WA NIA WA WA Antenna2Center Llna(ry WA WA WA WA WA Antenna 2 twimml DT N/A WA WA WA WA WA Antenna 2Ekcfical DT2 WA WA WA WA WA WA An[enna3 Electoral OT3 WA WA WA WA INA Antenna 2 Twist N/A WA WA WA WA WA N/A N/A NIA —.epnrb,W.n.spnnLwm Sprint Technologies Repod Date: 04=!017 Page 4 of 4 RF Design Sheet Bn2 ISrc ru15DH AWI BeY Wltrn LY LWeeINu . WNpp WI WA Wq WA WA I WA WA' Pnemlem WP WP WA WA WP WA bnNaWre� WA WA WP WA WA WA AaglPmWaeepNl WIeICNrye] WA NW WP WA WA WA Me^ulpaJ m'nphaLtlN Miuw l V Igor pm..K Gmpcyq.�eal WA WA Wp WA Wq WA Ytlel M. WelpMl¢.1 Wp WA WA Wq WA P alum WA WA WA WA Wq q amhUueer WeCurp pyrcKeeO NIA Wp 0 WA 0 WA 0 WA 0 lA MI VpperPw Pomp WMmnW.M NMritl ei Pais Cvnrye9Mitle1 mM e1X WNpNOpa1 WP WA Wp WP WA ��WJ10m WA NIA Nlp WA WA .^^N. WA Wq "-.A WA WA Wq MILamrP.uMGmpG mmee0 0 0 0- 0 M1Lo✓P.uCanPlwdmmp xM wweeMe aPM ua.lwma. WapMIW.I WA WA WA WA WA WA ti^emlun WA WA NIA WA WA TA WA NIA NIP NIA WA WA W epIPmW.MAM IVefel Cluye] WA WA Wq WA WA WP �zpwmmep.am. MY.mzvpWr pm.e. cm.,W,.mprw.l Lw.x WeMplb.l WA WP WA WA WA WA 4nenYen WA Wq Wq WA WA WA .J WP WA WA WA WA WA LM Upper AaWefgirypryruehE 0 0 0 0 0 0 PnMm i Isar Pw im Ctga�me M W al WpeIH R'glMOpal WA WP WA WA WA Wq tiinmlu. WA Wp WA WA WA WA WA WA WA WA WA Wp >NL Lw.v PaaWe6mp Oryiu.a.a 0 0 0 0 0 0 MlLwervYWecenWremp.m m.w.e.eW wwmMx Product Specifications COMMSCOPE0 f' T R T65AP--1 XR Planar Array Antenna, 2496-2690 MHz, 650 horizontal beamwidth, single internal RET ' - • Excellent solution for site sharing and maximizing capacity • Employs state-of-the-art ultra wideband technology providing excellent RF performance in all bands • MIMO ready Electrical Specifications Frequency Band, MHz 2496-2690 Gain, dBi 2 18.2 Beamwidth, Horizontal, degrees 68 Beamwidth, Vertical, degrees 4.8 Beam Tilt, degrees 0-8 USLS (First Lobe), dB Front -to -Back Ratio at 1800, dB 26 Isolation, dB 30 VSWR j Return Loss, dB 28 PIM, 3rd Order, 2 x 20 W, dBc 1.43 1 15.0 Input Power per Port, maximum, watts -1414 3 250 Polarization Impedance 50 ohm Electrical Specifications, BASTA* Frequency Band, MHz 2496 6 -2690 Gain. by all Beam Tilts, average, dBi 9 0 ° 1 17.7 Gain by Beam Tilt, average, dBi 4 '1 17.9 8 ° 1 17.8 Beamwidth, Horizontal Tolerance, degrees t9.6 Beamwidth, Vertical Tolerance, degrees 1:0.3 CPR at Sector, dB 12 CommScope0 supports NGMN recommendations on Base Station Antenna Standards (BASTA). To learn more about the benefits of BASTA, download the whit=,' Time to Raise the Bar on BSAs General Specifications Operating Frequency Band~ _ 2496 - 2690 MHz Antenna Type Sector Band Single band ---P-ecformance=Note --Outdoorusage Mechanical Specifications RF Connector Quantity, total 8� RF Connector Quantity, high band 8 RF Connector Interface 4.1-9.5 DIN Female Color Light gray Grounding Type RF connector inner conductor and body grounded to reflector and mounting bracket Radiator Material Low loss circuit board ©2017 CommScope, Inc. All rights reserved. All trademarks identified by ® or TM are registered trademarks, respectively, of CommScope. page 1 of 3 All specifications are subject to change without notice. See www.00mmsoope.com for the mostcurrent information. Revised: April 4, 2017 May 18, 2017 Product Specifications TM65AP-1 XR Radome Material RF Connector Location Wind Loading, frontal Wind Loading, lateral Wind Loading, rear Wind Speed, maximum Dimensions Length Width Depth Net Weight, without mounting kit Packed Dimensions Length Width Depth Shipping Weight Fiberglass, UV resistant Bottom 512.0 N @ 150 km/h 115.1 Ibf @ 150 km/h 123.0 N @ 150 km/h 27.7 Ibf @ 150 km/h 652.0 N @'150 km/h 146.6 Ibf @ 150 km/h 241 km/h j 150 mph 10w.0 mm 305.0 mm 118.0 mm 15.1 kg j 1735.0 mm j 68.3 in 415.0 mm j 16.3 in 255.0 mm j 10.0 in 23.4 kg j 51.6 lb Regulatory Compliance/Certifications COMMSCOPE0 Agency Classification---_-----�'�—-----'—' RoHS 2011/65/EU Compliant by Exemption China RoHS S]/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system Included Products BSAMNT-U = Wide Profile Antenna Downtilt and Uptilt Mounting Kit for 2.4 - 4.5 in (60 - 115 mm) OD round members. Kit . contains one scissor top bracket set and one bottom bracket set. x Performance Note Severe environmental conditions may degrade optimum performance 9)2017 CommSmpe, Inc. NI rights reserved. All trademarks idenlified by @ or T are registered trademarks, respectively, of CommScope. page 2 of 3 All specifications are subject to change without notice. See w .commscope.com for the most current information. Revised: April 4, 2017 May 18, 2017 Product Specifications BSAMNT-U COMMSCOPEa Wide Profile Antenna Downtilt and Uptilt Mounting Kit for 2.4 - 4.5 in (60 : 115 mm) OD round members. Kit contains one scissor top bracket set and one bottom bracket set. - -- General Specifications Mount Type Pipe mounts Application Outdoor Includes Brackets j Hardware Package Quantity 1 Mechanical Specifications ColorSilver Material Type Dimensions Galvanized steel Compatible Diameter, maximum 114.3 mm j 4.5 in Compatible Diameter, minimum 61.0 mm j 2.4 in Net Weight 3.5 kg j 7J Ib Regulatory Compliance/Certifications Agency Classification _ --.--. RoHS 2011/65/EU Compliant by Exemption China RoHS S]/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system ©2017 CommScope, Inc. All rights reserved. All trademarks identified by @ or ^ are registered trademarks, respectively, of CommScope. page 3 of 3 All specifications ore subject to change without notice. See www.cammscope.com for the most current information. Revised: May 12, 2017 May 18, 2017 Ericson RRUSSrZ.SG z Dimensions This section provides ieahnical data and dimensions for the RRU. Table 1 lists the iechnical data for the RRU. Tebfe f RRU.TectinkalUata Description, Value. Mazimum;total output power 8x16Vl ax2D Wtillzl Maximum IBW 60,MHi Number of.carriers Illfithoutlicence key:,onecamer. With a license key : ,up to three.catrieis Frequency 246 to 2690 MHz uplink and downlink 1341 Dimensions without Solar Shield and Handle 470 mm KLHeight 356 mm 153.6 mm swith Snt�r fihiel l nn t us pro Height 605 mm 23.82 in Width 381 mm 15 in Depth. 177 mm 6.96 in Weight without Solar Shield and Handle RRUS 82 126.74 kg W i h wi h S ae Shield nd Handl RRUS 82 28.15 kg 62 Ibs Color