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HomeMy WebLinkAbout1410 S Sixth Ave - 2024 - Verizon Cell SiteTI T L E S H E E T T-1 NOTES SPECIAL INSPECTIONS P R O P R I E T A R Y I N F O R M A T I O N NOT FOR USE OR DISCLOSURE OUTSIDE VERIZON WIRELESS EXCEPT UNDER WRITTEN AGREEMENT ABBREVIATIONS PROJECT DESCRIPTION PROJECT INFORMATION LEGAL DESCRIPTION SHEET INDEXPROJECT TEAMVICINITY MAP SHEET NUMBER DESCRIPTION REFERENCE GOOGLE MAPS MTX: 49 1410 SOUTH 6TH AVENUE ARCADIA, CA 91006 SITE NAME: "FAIRGREEN" THIS VICINITY MAP NOT TO SCALE NORTH OWNER: CITY OF ARCADIA APPROVALS CONSTRUCTION DATA: NONE JURISDICTION: TYPE OF CONSTRUCTION: OCCUPANCY: CITY OF ARCADIA V-A B- TELEPHONE ZONING: 8800 MODIFICATION TO AN EXISTING VERIZON WIRELESS COMMUNICATIONS UNMANNED SUBSTATION CONSIST OF THE FOLLOWING: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: TOWER WORKS: 1.REMOVE (6) ANTENNA(s), AND (3) RRH(s) 2.INSTALL (12) ANTENNA(s), (6) RRH(s), (2) OVP(s), AND (1) 6x12 HYBRID CABLE(s) 3.EXISTING (3) ANTENNA(s), (1) OVP, (1) 6x12 HYBRID CABLE, AND (6) 7/8" COAX CABLE(s) TO REMAIN GROUND WORK: 4.REMOVE (6) RRH(s) 5.EXISTING (1) OVP TO REMAIN APN: 5780-012-906 TRACT NO 808 S 92.5 FT OF W 220.46 FT OF LOT 60 1.THE MAXIMUM NUMBER OF DIRECTIONAL CELLULAR ANTENNAS CURRENTLY INSTALLED IS TWELVE (12). 2.THE MAXIMUM NUMBER OF DIRECTIONAL CELLULAR ANTENNA TO BE REMOVED IS SIX (6). 3.THE MAXIMUM NUMBER OF DIRECTIONAL CELLULAR ANTENNAS TO BE INSTALLED IS TWELVE (12). 4.THE MAXIMUM NUMBER OF GPS ANTENNAS TO REMAIN IS TWO (2). 5.THE SIZE, HEIGHT, DIRECTION AND LOCATION OF ANTENNAS SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS AS NEEDED 6.ALL ITEMS, WHETHER EXISTING OR NEW, WHICH ARE WITHIN THE VERIZON WIRELESS LEASE AREA ARE TO BE APPROVED TITLE SHEETT-1 GENERAL NOTES & SYMBOLST-2 SITE PLANA-1 A-2 ANTENNA PLANSA-3 NORTH ELEVATIONSA-4 APN: 5780-012-906 APPLICANT: VERIZON WIRELESS 15505 SAND CANYON AVE. BUILDING D, FIRST FLOOR IRVINE, CA. 92618 ARCHITECT: CORE ONE CONSULTING USA. 4515 S. MCLINTOCK DRIVE, SUITE 217 TEMPE, AZ. 85282 CONTACT: JOE RAFFINO PH: (855) 708-2195 EXISTING # OF RRUS:3 FINAL # OF RRUS:6 EXISTING # OF ANTENNAS:9 FINAL # OF ANTENNAS:12 R F D O C U M E N T ARCHITECTURAL DETAILSA-6 ARCHITECTURAL DETAILSA-6.1 ARCHITECTURAL DETAILSA-6.2SITE (5G L-SUB6 - CARRIER ADD) ARCHITECTURAL DETAILSA-6.3 ENLARGED SITE PLAN SOUTHEAST ELEVATIONSA-5 Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A SBA SITE I.D.#: 250113 TRACT:TR 01887 LOT:TBD BLOCK:TBD ARCHITECTURAL DETAILSA-6.4 TOWER OWNER & STRUCTURAL ENGINEER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, CA 92707 CONTACT: T.B.D. PH: T.B.D. 1.THE FACILITY IS UNMANNED. 2.A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4.NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED. 5.HANDICAP ACCESS IS NOT REQUIRED. 6.THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR § 1.61000 (B)(7). PROJECT NOTES APPLICANT'S AGENT: THE DERNA GROUP22431 ANTONIO PKWAY, STE B160-234 RANCHO SANTA MARGARITA, CA 92600 ARVIN NOROUZI (818) 653-1393 ALL WORK AND MATERIALS SHALL COMPLY WITH THE FOLLOWING: 2022 STATE OF CALIFORNIA AMENDMENT BUILDING CODE BASED ON 2018 I.B.C STATE OF CALIFORNIA AMENDMENTS 2022 STATE OF CALIFORNIA AMENDMENT ELECTRICAL CODE BASED ON NFPA 70, 2017 STATE OF CALIFORNIA AMENDMENTS 2022 STATE OF CALIFORNIA AMENDMENT MECHANICAL CODE BASED ON 2018 UMC STATE OF CALIFORNIA AMENDMENT 2022 STATE OF CALIFORNIA AMENDMENT PLUMBING CODE BASED ON 2018 UPC STATE OF CALIFORNIA AMENDMENT 2022 STATE OF CALIFORNIA AMENDMENT FIRE CODE BASED ON 2018 IFC STATE OF CALIFORNIA AMENDMENT 2022 STATE OF CALIFORNIA GREEN BUILDING CODE BASED ON GREEN BUILDING STANDARD CODES, TITLE 24, PART 11 AND ALL APPLICABLE CODES, LOCAL, CURRENT OSHA LAWS, T-24 ENERGY CONSERVATION, LISTS OF STANDARDS, AND DISABLED ACCESS REGULATIONS WHERE REQUIRED. T-2 Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A GE N E R A L N O T E S & S Y M B O L S CONSTRUCTION NOTES STRUCTURAL OBSERVATION NOTES SPECIAL INSPECTION & SYMBOLS A-1 Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A CO N D I T I O N S O F A P P R O V A L SCALE: 1/16"=1'-0" NORTH 30 60 SITE PLAN PROPOSED VERIZON WIRELESS ANTENNA / EQUIPMENT MOD LOCATION. SEE ENLARGED SITE PLAN ON SHEET A-2 FOR MORE INFORMATION. PROPOSED VERIZON WIRELESS AREA OF IMPROVEMENT 0 15 EN L A R G E D S I T E P L A N Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A A-2 PROPOSED VERIZON WIRELESS ANTENNA MOD LOCATION. SEE ANTENNA PLANS ON SHEET A-3 FOR MORE INFORMATION. PROPOSED VERIZON WIRELESS AREA OF IMPROVEMENT ENLARGED SITE PLAN SCALE: 3/8"=1'-0" NORTH GRAPHIC SCALE 0 1 3 6 AN T E N N A P L A N S Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A A-3 PROPOSED ANTENNA PLAN SCALE: 1/2"=1'-0" NORTH GRAPHIC SCALE 0 1 2 4 EXISTING ANTENNA PLAN SCALE: 1/2"=1'-0" NORTH GRAPHIC SCALE 0 1 2 4 C1 C4 A1 A4 C2 A3 C3 A2 120° ALPHA AZIMUTH240° BETA AZIMUTH EXISTING ANTENNA SCHEDULE SECTOR AZIMUTH CABLE RUN CENTER LINE CABLE TYPE/ SIZE ANTENNA TYPE RRUS/ RAYCAP STATUS FINAL ANTENNA SCHEDULE SECTOR AZIMUTH CABLE RUN CENTER LINE CABLE TYPE/ SIZE ANTENNA TYPE RRUS/ RAYCAP STATUS B4 B3 B2 B1 0° GAMMA AZIMUTHC1 C4 A1 A4 C2 A3 C3 A2 120° ALPHA AZIMUTH 240° BETA AZIMUTH B4 B3 B2 B1 0° GAMMA AZIMUTH NO R T H E L E V A T I O N S Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A A-4 PROPOSED NORTH ELEVATION SCALE: 1/4"=1'-0" GRAPHIC SCALE 0 4 8 16 EXISTING NORTH ELEVATION SCALE: 1/4"=1'-0" GRAPHIC SCALE 0 4 8 16 SO U T H E A S T E L E V A T I O N S Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A A-5 PROPOSED SOUTHEAST ELEVATION EXISTING SOUTHEAST ELEVATION SCALE: 1/4"=1'-0" GRAPHIC SCALE 0 4 8 16 SCALE: 1/4"=1'-0" GRAPHIC SCALE 0 4 8 16 W ANTENNA PHYSICAL DATA LENGTH ('L'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT (WITHOUT MOUNTING KIT): RADOME MATERIAL: ANTENNA MODEL: ANTENNA TYPE: FREQUENCY RANGES: ANTENNA DATA SIDE VIEWFRONT VIEW 30.8" 16.1" 10.8" 88# FIBERGLASS (UV RESISTANT) "ERICSSON" AIR6449-LS6 MULTIBAND 3700 - 3980 MHZ BOTTOM VIEW H D PHYSICAL DATA HEIGHT ('H'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT: REMOTE RADIO UNIT MODEL: 8.4" 7.9" 4.1" 10 LBS "ERICSSON" Radio 4408 PLAN VIEWSIDE ELEV. VIEWFRONT ELEV. VIEW NOTES: INSTALL RAIL DIRECT TO WALL OR TO UNISTRUTMOUNTING POLE AR C H I T E C T U R A L D E T A I L S Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A A-6 1 2 ANTENNA DETAIL ANT. MOUNTING DETAIL 6ANTENNA COVER DETAIL (KRE1012551) 3RRUS DETAIL/ MOUNTING DETAILS7NOT USED9NOT USED 4NOT USED5NOT USED8NOT USED10NOT USED W ANTENNA PHYSICAL DATA LENGTH ('L'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT (WITH MOUNTING KIT): MAX. WIND LOADING: MAX. WIND SPEED: RADOME MATERIAL: ANTENNA MODEL: ANTENNA TYPE: FREQUENCY RANGES: ANTENNA DATA SIDE VIEWFRONT VIEW 96.0" 11.9" 7.1" 64.9# 150 KM/H 150 MPH FIBERGLASS (UV RESISTANT) "COMMSCOPE" MODEL NHH-65C-R2B MULTIBAND 698-896 | 1695 -2360 MHZ 1850-1990 | 1920-2200 | 2300-2360 MHZ BOTTOM VIEW H D TOP VIEWSIDE VIEWBACK VIEW AR C H I T E C T U R A L D E T A I L S Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A A-6.1 1 3DUAL MOUNT ANTENNA BRACKET SPECIFICATIONSDUAL MOUNT ANTENNA BRACKET INSTALLATION 4 ANTENNA DETAIL 2 DUAL MOUNT ANTENNA/BRACKET DETAIL ANTENNA MOUNTING PLATE ATTACHMENT TO MOUNTING BRACKET AR C H I T E C T U R A L D E T A I L S Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A A-6.2 1DUAL MOUNT ANTENNA BRACKET DRAWING SIDE VIEWFRONT VIEW WORMSEYE VIEW (AT PIPE MOUNT)(AT STRUT FRAME) COND. 2 COND. 3 COND. 1 COND. 1 COND. 2 COND. 3 PHYSICAL DATA HEIGHT ('H'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT: RAYCAP MODEL: RAYCAP MANUFACTURER SPECS: USE: SURGE PROTECTION NORMAL OPERATING VOLTAGE: 48V DC MAX. OPERATING VOLTAGE: 75V DC SKIN: UV RESISTANT SAFETY STANDARD: UL1449 NOTES: CABLING: POWER, FIBER OPTIC OR HYBRID CABLES UP TO 2" DIAMETER SIDE VIEW 25.66" 15.73" 10.25" 26.9# Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A A-6.3 AR C H I T E C T U R A L D E T A I L S 25 44520 RAYCAP SPECIFICATIONS NOT USED 16600 RAYCAP BOX DETAIL UNISTRUT CONNECTION DETAIL3HYBRIFLEX CABLE SPECIFICATIONS NOTES: INSTALL RAIL DIRECT TO WALL OR TO UNISTRUT MOUNTING POLE PHYSICAL DATA HEIGHT ('H'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT: REMOTE RADIO UNIT MODEL: 15" 13.2" 11" 75# "ERICSSON" Radio 4449 & 8843 PLAN VIEWSIDE ELEV. VIEWFRONT ELEV. VIEW MOUNTING POLE Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s A 03 / 0 4 / 2 1 PR I 90 % C D R E V I E W RE V A 0 04 / 1 3 / 2 2 NO A 10 0 % C D RE V 0 1 11 / 1 0 / 2 3 MT N RE V I S E D P E R C O M M E N T S RE V 1 AR C A D I A , C A 9 1 0 0 6 CO N S T R U C T I O N D R A W I N G S 14 1 0 S O U T H 6 T H A V E N U E SI T E N A M E : " FA I R G R E E N " 5G L - S U B 6 - C A R R I E R A D D 45 1 5 S . M C C L I N T O C K D R I V E , S U I T E 2 1 7 TE M P E , A Z 8 5 2 8 2 CO R E ON E C O N S U L T I N G U S A A-6.4 AR C H I T E C T U R A L D E T A I L S 2NOT USED371115NOT USEDNOT USEDNOT USEDNOT USED 161014RRUS DETAIL / MOUNTING DETAILNOT USEDNOT USEDNOT USED 5913NOT USEDNOT USEDNOT USED 4812NOT USEDNOT USEDNOT USED ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structural Analysis Report Structure :71 ft Monopine ATC Asset Name :FAIRGREEN CA ATC Asset Number :419954 Engineering Number :13671440_C3_03 Proposed Carrier :VERIZON WIRELESS Carrier Site Name :LAX FAIRGREEN Carrier Site Number :5000193905 Site Location :1410 South 6th Avenue Arcadia, CA 91006-4471 34.1233° N, 118.018° W County :Los Angeles Date :May 18, 2023 Max Usage :47% Analysis Result :Pass Created By: Aviskar Ghansam Structural Engineer I Esha Modi Date: 2024.02.27 10:31:40 Digitally signed by Esha Modi -05'00' Eng. Number 13671440_C3_03 May 18, 2023 Page 2 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 71 ft Monopine tower to reflect the change in loading by VERIZON WIRELESS. Supporting Documents Tower:DaVinci, Cell Trees Job #1511225-050, dated April 28, 2011 Foundation:DaVinci, Cell Trees Job #1511225-050, dated April 28, 2011 Geotechnical:Geotechnical Solutions Project #VC-4040-01, dated April 8, 2011 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:95 mph (3-second gust) Basic Wind Speed w/ Ice:No Ice Considered Code(s):ANSI/TIA-222-H / 2021 IBC / 2022 California Building Code / 2023 County of Los Angeles Building Code Exposure Category:B Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 1.87, S1 = 0.61 Site Class:D - Stiff Soil - Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower Engineering via email at Engineering@americantower.com. Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. Eng. Number 13671440_C3_03 May 18, 2023 Page 3 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structure Usages Structural Component Usage Control Result Pole Shaft 47%1.2D + 1.0W Pass Base Plate @ 0.0 ft 4ϭ%Rods Pass Pier 2ϱ%Flexure [Steel]Pass Maximum Reactions Foundation Moment (k-ft)Axial (k)Shear (k) Monopole Base 418.5 13.2 10.8 *Reactions shown reflect the results from the Load Case with maximum Moment Structure base reactions were analyzed using available geotechnical and foundation information. Eng. Number 13671440_C3_03 May 18, 2023 Page 4 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com VERIZON WIRELESS Final Loading Elev (ft)Qty Equipment Lines 51.0 3 Ericsson AIR6449 - 1 VZW Unused Reserve (18009.36 sqin) 3 Ericsson 8843 Rev 2 3 Ericsson Radio 4449 - B13&B5 3 Sector Frame 50.0 6 Commscope NHH-65B-R2B - 3 Kathrein Scala 840 21210-0049.0 3 Raycap RCMDC-6627-PF-48 (3) 1 5/8" Hybriflex (6) 7/8" Coax 3 Ericsson KRE 105 281/148.0 3 Ericsson Radio 4408 - Other Existing/Reserved Loading No loading was considered in addition to the VERIZON WIRELESS Final Loading. Eng. Number 13671440_C3_03 May 18, 2023 Page 5 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: •Information supplied by the client regarding antenna, mounts, and feed line loading •Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Calculations ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440 © 2007 - 2022 by ATC LLC. All rights reserved. Page 1 of 1 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:47 ANALYSIS PARAMETERS Nominal Wind:95 mph Ice Wind:30 mph w/ 0" ice Service Wind:60 mph Risk Category:II Exposure:B Ss: 1.871 S1: 0.613 Topo Category: 1 Topo Factor: Method 1 Topo Feature: Structure Height:51 ft Base Elevation:0.00 ft Structure Type: Taper Base Diameter:31 in Base Rotation:0°Taper:0.2550 (in/ft) GLOBAL BASE REACTIONS Load Case Moment (kip-ft) Axial (kip) Shear (kip) 1.2D + 1.0W 418.52 13.24 10.81 0.9D + 1.0W 416.83 9.93 10.81 1.2D + 1.0Di + 1.0Wi 43.71 12.16 1.16 1.2D + 1.0Ev + 1.0Eh 250.48 15.99 5.88 0.9D - 1.0Ev + 1.0Eh 247.44 6.40 5.87 1.0D + 1.0W 148.98 11.05 3.86 POLE SECTION PROPERTIES Section Length (ft) Flat Diameter (in)Thick (in) Joint Type Joint Length (in) Pole Shape Yield Strength (ksi)Top Bottom 1 51.000 18.00 31.00 0.219 0.000 18 Sides 65 DISCRETE APPURTENANCE Elev (ft) Description 51.0 (3) Ericsson AIR6449 51.0 (1) 4ft Branches 50.0 (3) Ericsson Radio 4449 - B13&B5 50.0 (3) Ericsson 8843 Rev 2 50.0 (6) Commscope NHH-65B-R2B 50.0 (3) Generic Round Sector Frame 50.0 (1) VZW Unused Reserve (18009.36 s 49.0 (3) Raycap RCMDC-6627-PF-48 49.0 (3) Kathrein Scala 840 21210-00 48.0 (3) Ericsson KRE 105 281/1 48.0 (3) Ericsson Radio 4408 48.0 (1) Antenna Branches 43.3 (1) 6ft Branches 27.9 (1) 8ft Branches 16.0 (1) 10ft Branches LINEAR APPURTENANCE Elev To (ft)Description 49.0 (6) 7/8" Coax 49.0 (3) 1 5/8" Hybriflex ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 1 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 ANALYSIS PARAMETERS Location:Los Angeles County,CA Height:51 ft Type and Shape:Taper, 18 Sides Base Diameter:31.00 in Manufacturer:Cell Trees Top Diameter:18.00 in Kd (non-service):0.95 Taper:0.2550 in/ft Ke:0.99 Rotation:0.000o ICE & WIND PARAMETERS Risk Category:II Design Wind Speed:95 mph Exposure Category:B Design Wind Speed w/ Ice:30 mph Topo Factor Procedure: Method 1 Design Ice Thickness:0.00 in Topographic Category: 1 Service Wind Speed:60 mph Crest Height: 0 ft HMSL:400.00 ft SEISMIC PARAMETERS Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):0.87 TL (sec):8 P:1 Cs:0.531 Ss:1.871 S1:0.613 Cs Max:0.531 Fa:1.200 Fv:1.700 Cs Min:0.327 Sds:1.497 Sd1:0.695 LOAD CASES 1.2D + 1.0W 95 mph Wind with No Ice 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W 60 mph Wind with No Ice ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 2 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 SHAFT SECTION PROPERTIES Joint Len (in) Bottom Top Section Length (ft) Thick (in) Fy (ksi) Joint Type Weight (lb) Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Taper (in/ft) 1-18 51.00 0.2188 65 0.00 2,926 31.00 0.000 21.38 2,558.9 23.22 141.68 18.00 51.00 12.35 493.3 12.74 82.27 0.2549 Total Shaft Weight 2,926 DISCRETE APPURTENANCE PROPERTIES AttachElev(ft)Description Qty Ka Vert Ecc(ft) No Ice Ice Weight(lb)EPAa(sf)OrientationFactor Weight(lb)EPAa(sf)OrientationFactor 51.00 4ft Branches 1 1.00 0.000 390.00 30.440 1.00 390.00 30.440 1.00 51.00 Ericsson AIR6449 3 0.80 0.000 81.60 4.028 0.65 81.60 4.028 0.65 50.00 VZW Unused Reserve (18009.36 s 1 0.80 0.000 1363.60 125.065 0.90 1363.60 125.065 0.90 50.00 Generic Round Sector Frame 3 0.75 0.000 300.00 14.400 0.67 300.00 14.400 0.67 50.00 Commscope NHH-65B-R2B 6 0.80 2.000 43.70 8.079 0.83 43.70 8.079 0.83 50.00 Ericsson 8843 Rev 2 3 0.80 0.000 75.00 1.650 0.50 75.00 1.650 0.50 50.00 Ericsson Radio 4449 - B13&B5 3 0.80 0.000 70.00 1.650 0.50 70.00 1.650 0.50 49.00 Raycap RCMDC-6627-PF-48 3 0.80 0.000 32.00 4.056 0.72 32.00 4.056 0.72 49.00 Kathrein Scala 840 21210-00 3 0.80 0.000 20.90 6.862 0.61 20.90 6.862 0.61 48.00 Ericsson Radio 4408 3 0.80 0.000 10.10 0.553 0.50 10.10 0.553 0.50 48.00 Ericsson KRE 105 281/1 3 0.80 0.000 1.80 0.520 0.50 1.80 0.520 0.50 48.00 Antenna Branches 1 1.00 0.000 96.00 22.430 1.00 96.00 22.430 1.00 43.30 6ft Branches 1 1.00 0.000 1155.00 84.890 1.00 1155.00 84.890 1.00 27.90 8ft Branches 1 1.00 0.000 2394.00 183.140 1.00 2394.00 183.140 1.00 16.00 10ft Branches 1 1.00 0.000 405.00 34.490 1.00 405.00 34.490 1.00 Totals Row Count: 15 36 7,840.00 7,840.00 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg): 0.00ElevFrom (ft) ElevTo (ft)Qty Description Diameter (in) Weight (lb/ft)Flat Max/ Row DistanceBetween Rows(in) DistanceBetween Cols(in) Azimuth (deg) DistanceFrom Face (in) Exposed To Wind Carrier 0.00 49.00 6 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 49.00 3 1 5/8" Hybriflex 1.98 1.3 N 0 0 0 0 0 N VERIZON WIRELESS SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 0.00 0.2188 31.000 21.376 2,558.90 23.22 141.68 74.1 162.6 0.0 0.0 5.00 0.2188 29.726 20.491 2,254.00 22.19 135.86 75.3 149.4 0.0 356.2 10.00 0.2188 28.451 19.606 1,974.40 21.16 130.03 76.5 136.7 0.0 341.1 15.00 0.2188 27.177 18.721 1,718.90 20.14 124.21 77.7 124.6 0.0 326.0 16.00 0.2188 26.922 18.544 1,670.60 19.93 123.04 78 122.2 0.0 63.4 20.00 0.2188 25.902 17.836 1,486.40 19.11 118.38 78.9 113.0 0.0 247.6 25.00 0.2188 24.628 16.951 1,275.90 18.08 112.56 80.1 102.0 0.0 295.9 27.90 0.2188 23.888 16.437 1,163.50 17.49 109.18 80.8 95.9 0.0 164.7 30.00 0.2188 23.353 16.065 1,086.30 17.06 106.73 81.3 91.6 0.0 116.1 35.00 0.2188 22.079 15.180 916.50 16.03 100.91 82.6 81.8 0.0 265.8 40.00 0.2188 20.804 14.295 765.30 15.00 95.08 82.6 72.5 0.0 250.7 43.30 0.2188 19.963 13.711 675.30 14.32 91.24 82.6 66.6 0.0 157.2 45.00 0.2188 19.530 13.410 631.80 13.98 89.26 82.6 63.7 0.0 78.4 48.00 0.2188 18.765 12.879 559.70 13.36 85.76 82.6 58.7 0.0 134.2 49.00 0.2188 18.510 12.702 536.90 13.15 84.60 82.6 57.1 0.0 43.5 50.00 0.2188 18.255 12.525 514.80 12.95 83.43 82.6 55.5 0.0 42.9 51.00 0.2188 18.000 12.348 493.30 12.74 82.27 82.6 54.0 0.0 42.3 Total:2,926.0 CALCULATED FORCES Load Case: 1.2D + 1.0W 95 mph Wind with No Ice 16 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.20 ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 3 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 CALCULATED FORCES Wind Load Factor: 1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -13.24 -10.81 0.00 -418.5 0.00 418.52 1,425.38 375.15 1,042.97 903.43 0 0 0.473 5.00 -12.74 -10.71 0.00 -364.4 0.00 364.45 1,388.64 359.61 958.40 843.44 0.12 -0.22 0.442 10.00 -12.26 -10.60 0.00 -310.9 0.00 310.90 1,349.98 344.08 877.41 784.28 0.46 -0.43 0.406 15.00 -11.81 -10.54 0.00 -257.9 0.00 257.88 1,309.39 328.55 799.98 726.10 1.03 -0.64 0.365 16.00 -11.23 -9.91 0.00 -247.3 0.00 247.34 1,301.04 325.44 784.93 714.59 1.17 -0.68 0.356 20.00 -10.88 -9.82 0.00 -207.7 0.00 207.71 1,266.88 313.01 726.14 669.04 1.8 -0.83 0.320 25.00 -10.47 -9.73 0.00 -158.6 0.00 158.62 1,222.44 297.48 655.87 613.27 2.77 -1.01 0.268 27.90 -7.43 -6.58 0.00 -130.4 0.00 130.38 1,195.78 288.47 616.75 581.56 3.41 -1.1 0.231 30.00 -7.26 -6.50 0.00 -116.6 0.00 116.58 1,176.07 281.95 589.17 558.93 3.91 -1.16 0.215 35.00 -6.90 -6.39 0.00 -84.1 0.00 84.07 1,127.83 266.42 526.05 506.19 5.21 -1.3 0.173 40.00 -6.56 -6.29 0.00 -52.1 0.00 52.13 1,062.07 250.88 466.51 448.61 6.62 -1.4 0.123 43.30 -5.00 -4.63 0.00 -31.4 0.00 31.37 1,018.67 240.63 429.17 412.51 7.61 -1.45 0.081 45.00 -4.89 -4.57 0.00 -23.5 0.00 23.50 996.31 235.35 410.54 394.51 8.14 -1.47 0.065 48.00 -4.56 -4.07 0.00 -9.8 0.00 9.78 956.86 226.03 378.67 363.71 9.07 -1.5 0.032 49.00 -4.32 -3.72 0.00 -5.7 0.00 5.71 943.71 222.92 368.34 353.73 9.38 -1.5 0.021 50.00 -0.79 -0.74 0.00 -0.7 0.00 0.74 930.56 219.82 358.14 343.88 9.7 -1.5 0.003 51.00 0.00 -0.72 0.00 0.0 0.00 0.00 917.41 216.71 348.10 334.17 10.01 -1.5 0.000 ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 4 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 CALCULATED FORCES Load Case: 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL)16 Iterations Gust Response Factor: 1.10 Dead load Factor: 0.90Wind Load Factor: 1.00 SegElev (ft) PuFY (-) (kips) VuFX (-) (kips) TuMY (ft-kips) MuMZ (ft-kips) MuMX (ft-kips) ResultantMoment (ft-kips) PhiPn (kips) PhiVn (kips) PhiTn (ft-kips) PhiMn (ft-kips) TotalDeflect (in) Rotation (deg)Ratio 0.00 -9.93 -10.81 0.00 -416.8 0.00 416.83 1,425.38 375.15 1,042.97 903.43 0 0 0.469 5.00 -9.54 -10.69 0.00 -362.8 0.00 362.79 1,388.64 359.61 958.40 843.44 0.12 -0.22 0.438 10.00 -9.17 -10.57 0.00 -309.4 0.00 309.35 1,349.98 344.08 877.41 784.28 0.46 -0.43 0.402 15.00 -8.83 -10.50 0.00 -256.5 0.00 256.47 1,309.39 328.55 799.98 726.10 1.02 -0.63 0.361 16.00 -8.39 -9.87 0.00 -246.0 0.00 245.97 1,301.04 325.44 784.93 714.59 1.16 -0.67 0.352 20.00 -8.12 -9.77 0.00 -206.5 0.00 206.48 1,266.88 313.01 726.14 669.04 1.79 -0.83 0.316 25.00 -7.81 -9.69 0.00 -157.6 0.00 157.62 1,222.44 297.48 655.87 613.27 2.76 -1 0.264 27.90 -5.54 -6.54 0.00 -129.5 0.00 129.53 1,195.78 288.47 616.75 581.56 3.4 -1.1 0.228 30.00 -5.41 -6.46 0.00 -115.8 0.00 115.80 1,176.07 281.95 589.17 558.93 3.89 -1.16 0.212 35.00 -5.14 -6.35 0.00 -83.5 0.00 83.50 1,127.83 266.42 526.05 506.19 5.18 -1.29 0.170 40.00 -4.88 -6.25 0.00 -51.8 0.00 51.77 1,062.07 250.88 466.51 448.61 6.59 -1.39 0.121 43.30 -3.72 -4.59 0.00 -31.2 0.00 31.15 1,018.67 240.63 429.17 412.51 7.57 -1.44 0.080 45.00 -3.64 -4.54 0.00 -23.3 0.00 23.34 996.31 235.35 410.54 394.51 8.09 -1.46 0.063 48.00 -3.40 -4.04 0.00 -9.7 0.00 9.72 956.86 226.03 378.67 363.71 9.02 -1.49 0.031 49.00 -3.22 -3.69 0.00 -5.7 0.00 5.68 943.71 222.92 368.34 353.73 9.33 -1.49 0.020 50.00 -0.59 -0.74 0.00 -0.7 0.00 0.74 930.56 219.82 358.14 343.88 9.65 -1.49 0.003 51.00 0.00 -0.72 0.00 0.0 0.00 0.00 917.41 216.71 348.10 334.17 9.96 -1.49 0.000 ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 5 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 CALCULATED FORCES Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 15 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor 1.00 Dead load Factor: 1.20 Ice Importance Factor 1.00Wind Load Factor: 1.00 SegElev (ft) PuFY (-) (kips) VuFX (-) (kips) TuMY (ft-kips) MuMZ (ft-kips) MuMX (ft-kips) ResultantMoment (ft-kips) PhiPn (kips) PhiVn (kips) PhiTn (ft-kips) PhiMn (ft-kips) TotalDeflect (in) Rotation (deg)Ratio 0.00 -12.16 -1.16 0.00 -43.7 0.00 43.71 1,425.38 375.15 1,042.97 903.43 0 0 0.057 5.00 -11.69 -1.14 0.00 -37.9 0.00 37.92 1,388.64 359.61 958.40 843.44 0.01 -0.02 0.053 10.00 -11.25 -1.12 0.00 -32.2 0.00 32.23 1,349.98 344.08 877.41 784.28 0.05 -0.04 0.049 15.00 -10.82 -1.11 0.00 -26.6 0.00 26.64 1,309.39 328.55 799.98 726.10 0.11 -0.07 0.045 16.00 -10.29 -1.04 0.00 -25.5 0.00 25.54 1,301.04 325.44 784.93 714.59 0.12 -0.07 0.044 20.00 -9.97 -1.02 0.00 -21.4 0.00 21.38 1,266.88 313.01 726.14 669.04 0.19 -0.09 0.040 25.00 -9.58 -1.01 0.00 -16.3 0.00 16.28 1,222.44 297.48 655.87 613.27 0.29 -0.1 0.034 27.90 -6.73 -0.69 0.00 -13.4 0.00 13.36 1,195.78 288.47 616.75 581.56 0.35 -0.11 0.029 30.00 -6.57 -0.67 0.00 -11.9 0.00 11.92 1,176.07 281.95 589.17 558.93 0.41 -0.12 0.027 35.00 -6.22 -0.66 0.00 -8.6 0.00 8.55 1,127.83 266.42 526.05 506.19 0.54 -0.13 0.022 40.00 -5.88 -0.64 0.00 -5.3 0.00 5.27 1,062.07 250.88 466.51 448.61 0.69 -0.14 0.017 43.30 -4.40 -0.47 0.00 -3.2 0.00 3.16 1,018.67 240.63 429.17 412.51 0.79 -0.15 0.012 45.00 -4.29 -0.46 0.00 -2.4 0.00 2.36 996.31 235.35 410.54 394.51 0.84 -0.15 0.010 48.00 -3.98 -0.41 0.00 -1.0 0.00 0.98 956.86 226.03 378.67 363.71 0.94 -0.15 0.007 49.00 -3.84 -0.37 0.00 -0.6 0.00 0.57 943.71 222.92 368.34 353.73 0.97 -0.15 0.006 50.00 -0.73 -0.07 0.00 -0.1 0.00 0.07 930.56 219.82 358.14 343.88 1 -0.15 0.001 51.00 0.00 -0.07 0.00 0.0 0.00 0.00 917.41 216.71 348.10 334.17 1.03 -0.15 0.000 ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 6 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 CALCULATED FORCES Load Case: 1.0D + 1.0W 60 mph Wind with No Ice 16 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.00Wind Load Factor: 1.00 SegElev (ft) PuFY (-) (kips) VuFX (-) (kips) TuMY (ft-kips) MuMZ (ft-kips) MuMX (ft-kips) ResultantMoment (ft-kips) PhiPn (kips) PhiVn (kips) PhiTn (ft-kips) PhiMn (ft-kips) TotalDeflect (in) Rotation (deg)Ratio 0.00 -11.05 -3.86 0.00 -149.0 0.00 148.98 1,425.38 375.15 1,042.97 903.43 0 0 0.173 5.00 -10.66 -3.82 0.00 -129.7 0.00 129.69 1,388.64 359.61 958.40 843.44 0.04 -0.08 0.162 10.00 -10.29 -3.78 0.00 -110.6 0.00 110.61 1,349.98 344.08 877.41 784.28 0.16 -0.15 0.149 15.00 -9.93 -3.75 0.00 -91.7 0.00 91.72 1,309.39 328.55 799.98 726.10 0.37 -0.23 0.134 16.00 -9.45 -3.53 0.00 -88.0 0.00 87.97 1,301.04 325.44 784.93 714.59 0.41 -0.24 0.130 20.00 -9.18 -3.49 0.00 -73.8 0.00 73.85 1,266.88 313.01 726.14 669.04 0.64 -0.3 0.118 25.00 -8.85 -3.46 0.00 -56.4 0.00 56.38 1,222.44 297.48 655.87 613.27 0.99 -0.36 0.099 27.90 -6.28 -2.34 0.00 -46.3 0.00 46.34 1,195.78 288.47 616.75 581.56 1.21 -0.39 0.085 30.00 -6.15 -2.31 0.00 -41.4 0.00 41.43 1,176.07 281.95 589.17 558.93 1.39 -0.41 0.079 35.00 -5.85 -2.27 0.00 -29.9 0.00 29.88 1,127.83 266.42 526.05 506.19 1.85 -0.46 0.064 40.00 -5.57 -2.24 0.00 -18.5 0.00 18.53 1,062.07 250.88 466.51 448.61 2.36 -0.5 0.047 43.30 -4.25 -1.64 0.00 -11.2 0.00 11.15 1,018.67 240.63 429.17 412.51 2.71 -0.52 0.031 45.00 -4.16 -1.62 0.00 -8.4 0.00 8.35 996.31 235.35 410.54 394.51 2.89 -0.52 0.025 48.00 -3.88 -1.45 0.00 -3.5 0.00 3.48 956.86 226.03 378.67 363.71 3.23 -0.53 0.014 49.00 -3.67 -1.32 0.00 -2.0 0.00 2.03 943.71 222.92 368.34 353.73 3.34 -0.53 0.010 50.00 -0.67 -0.26 0.00 -0.3 0.00 0.26 930.56 219.82 358.14 343.88 3.45 -0.53 0.001 51.00 0.00 -0.26 0.00 0.0 0.00 0.00 917.41 216.71 348.10 334.17 3.56 -0.53 0.000 ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 7 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period (SS): 1.871 Spectral Response Acceleration at 1.0 Second Period (S1): 0.613 Long-Period Transition Period (TL  Seconds):8 Importance Factor (Ie):1.000 Site Coefficient Fa:1.200 Site Coefficient Fv:1.700 Response Modification Coefficient (R):1.500 Design Spectral Response Acceleration at Short Period (Sds): 1.497 Design Spectral Response Acceleration at 1.0 Second Period (Sd1): 0.695 Seismic Response Coefficient (Cs):0.531 Upper Limit CS:0.531 Lower Limit CS:0.327 Period based on Rayleigh Method (sec):0.870 Redundancy Factor (p):1.000 Seismic Force Distribution Exponent (k):1.190 Total Unfactored Dead Load:11.050 k Seismic Base Shear (E):5.870 k SEISMIC FORCES 1.2D + 1.0Ev + 1.0Eh Seismic Segment Height Above Base(ft)Weight(lb)Wz(lb-ft)Cvx Horizontal Force(lb)Vertical Force(lb) 16 50.5 42 4 0.006 33 63 15 49.5 43 4 0.006 33 64 14 48.5 49 5 0.006 37 74 13 46.5 152 14 0.018 109 228 12 44.15 88 8 0.010 59 133 11 41.65 177 15 0.019 111 265 10 37.5 280 21 0.026 155 420 9 32.5 295 18 0.024 138 443 8 28.95 128 7 0.009 52 193 7 26.45 182 9 0.011 67 273 6 22.5 325 13 0.017 98 488 5 18 271 8 0.011 63 406 4 15.5 69 2 0.002 13 104 3 12.5 355 7 0.009 53 533 2 7.5 370 4 0.005 30 556 1 2.5 386 1 0.002 9 578 Ericsson AIR6449 51 245 26 0.033 195 367 4ft Branches 51 390 41 0.053 311 585 Ericsson Radio 4449 - B13&B5 50 210 22 0.028 164 315 Ericsson 8843 Rev 2 50 225 23 0.030 175 337 Commscope NHH-65B-R2B 50 262 27 0.035 204 393 Generic Round Sector Frame 50 900 93 0.120 701 1,349 VZW Unused Reserve (18009.36 sqin)50 1,364 141 0.181 1062 2,045 Raycap RCMDC-6627-PF-48 49 96 10 0.012 73 144 Kathrein Scala 840 21210-00 49 63 6 0.008 48 94 Ericsson KRE 105 281/1 48 5 1 0.001 4 8 Ericsson Radio 4408 48 30 3 0.004 22 45 Antenna Branches 48 96 9 0.012 71 144 6ft Branches 43.3 1,155 101 0.129 759 1,732 8ft Branches 27.9 2,394 124 0.159 934 3,589 10ft Branches 16 405 11 0.014 82 607 Totals:11,054 780 1.000 5,867 16,575 SEISMIC FORCES 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) Segment Height Above Base (ft) Weight (lb) Wz(lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 16 50.5 42 4 0.006 33 25 ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 8 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 SEISMIC FORCES 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) Segment Height Above Base (ft) Weight (lb) Wz(lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 15 49.5 43 4 0.006 33 26 14 48.5 49 5 0.006 37 30 13 46.5 152 14 0.018 109 91 12 44.15 88 8 0.010 59 53 11 41.65 177 15 0.019 111 106 10 37.5 280 21 0.026 155 168 9 32.5 295 18 0.024 138 177 8 28.95 128 7 0.009 52 77 7 26.45 182 9 0.011 67 109 6 22.5 325 13 0.017 98 195 5 18 271 8 0.011 63 163 4 15.5 69 2 0.002 13 42 3 12.5 355 7 0.009 53 213 2 7.5 370 4 0.005 30 223 1 2.5 386 1 0.002 9 232 Ericsson AIR6449 51 245 26 0.033 195 147 4ft Branches 51 390 41 0.053 311 234 Ericsson Radio 4449 - B13&B5 50 210 22 0.028 164 126 Ericsson 8843 Rev 2 50 225 23 0.030 175 135 Commscope NHH-65B-R2B 50 262 27 0.035 204 157 Generic Round Sector Frame 50 900 93 0.120 701 541 VZW Unused Reserve (18009.36 sqin)50 1,364 141 0.181 1062 819 Raycap RCMDC-6627-PF-48 49 96 10 0.012 73 58 Kathrein Scala 840 21210-00 49 63 6 0.008 48 38 Ericsson KRE 105 281/1 48 5 1 0.001 4 3 Ericsson Radio 4408 48 30 3 0.004 22 18 Antenna Branches 48 96 9 0.012 71 58 6ft Branches 43.3 1,155 101 0.129 759 694 8ft Branches 27.9 2,394 124 0.159 934 1,438 10ft Branches 16 405 11 0.014 82 243 Totals:11,054 780 1.000 5,867 6,640 1.2D + 1.0Ev + 1.0Eh Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg) Ratio 0.00 -15.99 -5.88 0.00 -250.48 0.00 250.48 1,425.38 375.15 1,043 903.43 0.00 0.00 0.29 5.00 -15.42 -5.88 0.00 -221.10 0.00 221.10 1,388.64 359.61 958 843.44 0.07 -0.13 0.27 10.00 -14.87 -5.86 0.00 -191.70 0.00 191.70 1,349.98 344.08 877 784.28 0.28 -0.26 0.26 15.00 -14.76 -5.86 0.00 -162.40 0.00 162.40 1,309.39 328.55 800 726.10 0.62 -0.39 0.24 16.00 -13.74 -5.73 0.00 -156.54 0.00 156.54 1,301.04 325.44 785 714.59 0.71 -0.42 0.23 20.00 -13.25 -5.65 0.00 -133.62 0.00 133.62 1,266.88 313.01 726 669.04 1.10 -0.51 0.21 25.00 -12.97 -5.60 0.00 -105.37 0.00 105.37 1,222.44 297.48 656 613.27 1.70 -0.63 0.18 27.90 -9.19 -4.58 0.00 -89.12 0.00 89.12 1,195.78 288.47 617 581.56 2.10 -0.69 0.16 30.00 -8.75 -4.45 0.00 -79.51 0.00 79.51 1,176.07 281.95 589 558.93 2.42 -0.73 0.15 35.00 -8.32 -4.30 0.00 -57.27 0.00 57.27 1,127.83 266.42 526 506.19 3.24 -0.82 0.12 40.00 -8.05 -4.19 0.00 -35.78 0.00 35.78 1,062.07 250.88 467 448.61 4.14 -0.90 0.09 43.30 -6.20 -3.35 0.00 -21.95 0.00 21.95 1,018.67 240.63 429 412.51 4.78 -0.93 0.06 45.00 -5.98 -3.24 0.00 -16.26 0.00 16.26 996.31 235.35 411 394.51 5.11 -0.95 0.05 48.00 -5.71 -3.10 0.00 -6.56 0.00 6.56 956.86 226.03 379 363.71 5.71 -0.96 0.02 49.00 -5.41 -2.94 0.00 -3.46 0.00 3.46 943.71 222.92 368 353.73 5.91 -0.96 0.02 50.00 -0.94 -0.52 0.00 -0.52 0.00 0.52 930.56 219.82 358 343.88 6.11 -0.96 0.00 51.00 0.00 -0.51 0.00 0.00 0.00 0.00 917.41 216.71 348 334.17 6.32 -0.96 0.00 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) CALCULATED FORCES Seg Elev(ft) PuFY (-)(kips) VuFX (-)(kips) TuMY(ft-kips) MuMZ(fr-kips) MuMx(ft-kips) ResultantMoment(ft-kips) PhiPn(kips) PhiVn(kips) PhiTn(kips) PhiMn(kips) TotalDeflect(in)Rotation(deg) Ratio ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 9 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 CALCULATED FORCES Seg Elev (ft) PuFY (-) (kips) VuFX (-) (kips) TuMY (ft-kips) MuMZ (fr-kips) MuMx (ft-kips) ResultantMoment (ft-kips) PhiPn (kips) PhiVn (kips) PhiTn (kips) PhiMn (kips) TotalDeflect (in) Rotation (deg) Ratio 0.00 -6.40 -5.87 0.00 -247.44 0.00 247.44 1,425.38 375.15 1,043 903.43 0.00 0.00 0.28 5.00 -6.17 -5.85 0.00 -218.12 0.00 218.12 1,388.64 359.61 958 843.44 0.07 -0.13 0.26 10.00 -5.94 -5.81 0.00 -188.87 0.00 188.87 1,349.98 344.08 877 784.28 0.28 -0.26 0.25 15.00 -5.89 -5.80 0.00 -159.83 0.00 159.83 1,309.39 328.55 800 726.10 0.61 -0.38 0.23 16.00 -5.48 -5.66 0.00 -154.03 0.00 154.03 1,301.04 325.44 785 714.59 0.70 -0.41 0.22 20.00 -5.27 -5.57 0.00 -131.39 0.00 131.39 1,266.88 313.01 726 669.04 1.08 -0.51 0.20 25.00 -5.16 -5.51 0.00 -103.54 0.00 103.54 1,222.44 297.48 656 613.27 1.68 -0.62 0.17 27.90 -3.65 -4.51 0.00 -87.56 0.00 87.56 1,195.78 288.47 617 581.56 2.07 -0.68 0.15 30.00 -3.47 -4.37 0.00 -78.09 0.00 78.09 1,176.07 281.95 589 558.93 2.38 -0.72 0.14 35.00 -3.30 -4.22 0.00 -56.22 0.00 56.22 1,127.83 266.42 526 506.19 3.19 -0.81 0.11 40.00 -3.19 -4.11 0.00 -35.11 0.00 35.11 1,062.07 250.88 467 448.61 4.08 -0.88 0.08 43.30 -2.45 -3.28 0.00 -21.54 0.00 21.54 1,018.67 240.63 429 412.51 4.70 -0.92 0.06 45.00 -2.36 -3.17 0.00 -15.95 0.00 15.95 996.31 235.35 411 394.51 5.03 -0.93 0.04 48.00 -2.26 -3.04 0.00 -6.43 0.00 6.43 956.86 226.03 379 363.71 5.62 -0.95 0.02 49.00 -2.14 -2.88 0.00 -3.39 0.00 3.39 943.71 222.92 368 353.73 5.82 -0.95 0.01 50.00 -0.37 -0.51 0.00 -0.51 0.00 0.51 930.56 219.82 358 343.88 6.02 -0.95 0.00 51.00 0.00 -0.51 0.00 0.00 0.00 0.00 917.41 216.71 348 334.17 6.22 -0.95 0.00 ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440_C3_03 ©2007 - 2022 by ATC LLC. All rights reserved. Page 10 of 10 Model ID: 85205 Scenario ID: 278442 5/18/2023 9:53:52 ANALYSIS SUMMARY Base Reactions Max Usage Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) Elev (ft) Interaction Ratio 1.2D + 1.0W 10.81 0.00 13.24 0.00 0.00 418.52 0.00 0.47 0.9D + 1.0W 10.81 0.00 9.93 0.00 0.00 416.83 0.00 0.47 1.2D + 1.0Di + 1.0Wi 1.16 0.00 12.16 0.00 0.00 43.71 0.00 0.06 1.2D + 1.0Ev + 1.0Eh 5.88 0.00 15.99 0.00 0.00 250.48 0.00 0.29 0.9D - 1.0Ev + 1.0Eh 5.87 0.00 6.40 0.00 0.00 247.44 0.00 0.28 1.0D + 1.0W 3.86 0.00 11.05 0.00 0.00 148.98 0.00 0.17 ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440 Task ID: 430321 Page 1 of 1 5/18/2023 9:54:05 BASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment (k-ft) Axial (k) Shear (k) 418.52 13.24 10.81 PLATE PARAMETERS (ID# 25496) Width: 44 in Shape: Round Thickness: 2 in Grade: A633 Gr. E Yield Strength: 60 ksi Tensile Strength: 80 ksi Rod Detail Type: c Clear Distance - in Base Weld Size: 0.125 in Orientation Offset: - ° Analysis Type: Plastic Neutral Axis: 270 ° ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy(ksi) Fu(ksi) Spacing (in) Offset (°) Original[ID#26175]Radial 5 2.25 38 A615-75 75 100 - - COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 31"ø x 0.2188" (18 Sides) 21.0511 - - 2493.53 - Bolt Group Original (5) 2.25"ø 3.9761 3.2477 0.8393 2544.28 4.5 REACTION DISTRIBUTION Component ID MomentMu (k-ft)Axial LoadPu (k)ShearVu (k)Moment Factor Pole 31"ø x 0.2188" (18 Sides) 418.5 13.24 10.81 1.000 Bolt Group Original (5) 2.25"ø 418.5 - 10.81 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter: 31.12 in Flat Width: 5.488 in Neutral Axis: 270 ° Point-to-Point Diameter: 31.60 in Flat Radians: 0.349 rad Bend Line Limits: 5.256 to 1.027 rad Orientation Offset: - º Bend Line Chord Length(in)Additional Length(in)Section Modulus(in3)Applied MomentMu (k-in) Moment Capacity Mn (k-in) Flexure Result Mu/Mn Flats 27.283 0.00 27.283 246.6 1473.3 16.7% Corners 26.725 0.00 26.725 218.7 1443.2 15.2% Circumferential 46.985 0.00 46.985 218.7 2537.2 8.6% PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive CapacityPn (k)Interaction Result Original 5 2.25 93.1 3.2 243.6 40.6% ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440 Task ID: 430321 Page 1 of 2 5/18/2023 9:54:12 PIER FOUNDATION ANALYSIS GLOBAL REACTIONS Moment (k-ft) Axial (k) Shear (k) 418.52 13.24 10.81 FOUNDATION PARAMETERS Pier Diameter: D 5.00 ft Pier Embedment Depth: L-h 18.0 ft Pier Height above Grade: h 0.50 ft Concrete Compressive Strength: 4,000 psi Vertical Rebar: (12) #10 bars [60 ksi] Tie Rebar: s #5 bars @ 12.0" c/c [60 ksi] Rebar Clear Cover: 3.00 in SOIL PARAMETERS Water Table Depth [BGL]: GW - ft Layer Depth (ft) Unit Weight Cohesion Friction Angle Ultimate Skin Friction Ultimate Net Bearing Top Bottom pcf psf ° psf psf 0 2 105 0 0 0 0 2 4 126 0 34 400 0 4 19 131 0 38 1,000 54,300 SOIL STRENGTH ANALYSIS Volume of Concrete(ft3)Buoyant Weight of Concrete(k)Skin Friction Resistance(k)Inflection Point [BGL](ft) 363.25 54.49 232.48 12.92 SOIL MOMENT ANALYSIS Total Lateral Resistance (k) Moment at Inflection Point, Mu(k-ft) Additional Resistance (k-ft) Nominal Moment Capacity, Mn(k-ft) Soil Moment Usage, Mu / Mn 1,071.89 563.64 0.00 2,696.64 20.9% SOIL COMPRESSION ANALYSIS Compressive Bearing Resistance (k) Compressive Force, Pu(k) Additional Resistance (k) Nominal Compressive Capacity, Pn(k) Soil Compressive Usage, Pu / Pn 1,066.18 22.76 0.00 973.99 2.3% ASSET: 419954, FAIRGREEN CA CODE: ANSI/TIA-222-H CUSTOMER: VERIZON WIRELESS PROJECT: 13671440 Task ID: 430321 Page 2 of 2 5/18/2023 9:54:12 REINFORCING STEEL STRENGTH ANALYSIS Rebar Cage Diameter (in) Steel Elastic Modulus, E (ksi) Strength Bending/Tension Reduction Factor, b Strength Shear Reduction Factor,v Strength Compression Reduction Factor,c 51.48 29,000 0.9 0.75 0.65 PIER REINFORCING MOMENT ANALYSIS Design Moment, Mu(k-ft)Nominal Moment Capacity, bMn(k-ft)Bending Reinforcement Ratio Pier Rebar Flexure Usage, Mu/bMn 424.51 1,730.38 0.01 24.5% PIER REINFORCING COMPRESSION ANALYSIS Buoyant Weight of Concrete(k)Design Compression, Pu(k)Nominal Compressive Capacity, pPn(k) Pier Rebar Compressive Usage, Pu / pPn 54.49 22.76 5,447.45 0.4% PIER REINFORCING SHEAR ANALYSIS Design Shear, Vu(k)Nominal Shear Capacity, vVn(k) Pier Rebar Shear Usage, Vu / vVn 61.61 380.46 16.2% Maser Consulting 865 South Figueroa Street, Suite 3500 Los Angeles, CA 90017 213.627.1214 Ashley.Sustek@Colliersengineering.com Antenna Mount Analysis Report and PMI Requirements Mount Analysis SMART Tool Project #: 10101825 Maser Consulting Project #: 21925676A September 14, 2021 Site Information Site ID:250113-VZW / FAIRGREEN Site Name:FAIRGREEN Carrier Name:Verizon Wireless Address:1410 South 6th Avenue Arcadia, California 91006 Los Angeles County Latitude:34.123325° Longitude:-118.017972° Structure Information Tower Type:52-Ft Monopole Mount Type:8.00-Ft T-Frame FUZE ID # 16231959 Analysis Results T-Frame:26.5% Pass ***Contractor PMI Requirements: Included at the end of this MA report Available & Submitted via portal at https://pmi.vzwsmart.com Contractor - Please Review Specific Site PMI Requirements Upon Award Requirements may also be Noted on A & E drawings For additional questions and support, please reach out to: pmisupport@colliersengineering.com Report Prepared By: Frank Centone 02/26/2024 Mount Structural Analysis Report (3) 8.00-Ft T-Frame September 14, 2021 Site ID: 250113-VZW / FAIRGREEN Page | 2 Executive Summary: The objective of this report is to determine the capacity of the antenna support mount at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. Any modification listed under Sources of Information was assumed completed and was included in this analysis. This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by a competent person. Sources of Information: Document Type Remarks Radio Frequency Data Sheet (RFDS)Verizon RFDS, Site ID: 806818, dated September 2, 2021 Mount Mapping Report RKS Design & Engineering, LLC., Site #: ATC:419954, VZW:11548, dated September 1, 2021 Analysis Criteria: Codes and Standards:ANSI/TIA-222-H Wind Parameters:Basic Wind Speed (Ultimate 3-sec. Gust), VULT:95 mph Ice Wind Speed (3-sec. Gust):30 mph Design Ice Thickness:0.00 in Risk Category:II Exposure Category:B Topographic Category:1 Topographic Feature Considered:N/A Topographic Method:N/A Ground Elevation Factor, Ke:0.986 Seismic Parameters:SS:1.871 S1:0.613 Maintenance Parameters:Wind Speed (3-sec. Gust): 30 mph Maintenance Live Load, Lv:250 lbs. Maintenance Live Load, Lm:500 lbs. Analysis Software:RISA-3D (V17) Mount Structural Analysis Report (3) 8.00-Ft T-Frame September 14, 2021 Site ID: 250113-VZW / FAIRGREEN Page | 3 Final Loading Configuration: The following equipment has been considered for the analysis of the mounts: Mount Elevation (ft) Equipment Elevation (ft) Quantity Manufacturer Model Status 51.00 3 Ericsson AIR 6449 6 Commscope NHH-65B-R2B 3 Ericsson 4449 3 Ericsson 8843 2 Raycap RCMDC-6627-PF-48 Added 2 Kathrein 840 21210-04 1 Kathrein 840 21210-06 50.00 1 Raycap RHSDC-3315-PF-48 Retained 49.00 48.00 3 Ericsson KRE105281/1 Added The recent mount mapping reported existing OVP units. It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location other than the mount face without affecting the structural capacity of the mount. If OVP units are installed on the mount face, a mount re-analysis may be required unless replacing an existing OVP. Model Number Ports AKA RCMDC-6627-PF-48 12 OVP-12 Standard Conditions: 1. All engineering services are performed on the basis that the information provided to Maser Consulting and used in this analysis is current and correct. The existing equipment loading has been applied at locations determined from the supplied documentation. Any deviation from the loading locations specified in this report shall be communicated to Maser Consulting to verify deviation will not adversely impact the analysis. 2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer’s specifications. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and are not considered in the mount analysis. The mount analysis and the mount mapping are not a condition assessment of the mount. Proper maintenance and condition assessments are still required post analysis. 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped in accordance with the NSTD-446 Standard, the mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer’s specifications. 4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and threaded rod connections in collar members if applicable. Local deformation and interaction between the mount collar/attachment and the supporting tower structure are outside the scope of this analysis. Mount Structural Analysis Report (3) 8.00-Ft T-Frame September 14, 2021 Site ID: 250113-VZW / FAIRGREEN Page | 4 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Maser Consulting is not responsible for the conclusion, opinions, and recommendations made by others based on the information supplied. 7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this analysis: o Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36) o HSS (Rectangular) ASTM 500 (Gr. B-46) o Pipe ASTM A53 (Gr. B-35) o Threaded Rod F1554 (Gr. 36) o Bolts ASTM A325 Discrepancies between in-field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Maser Consulting. Analysis Results: Component Utilization %Pass/Fail OVP Pipe 13.2%Pass Antenna Pipe 26.5%Pass Bottom Standoff Arm 14.2%Pass Top Standoff Arm 17.1%Pass Bottom Face Horizontal 9.6%Pass Top Face Horizontal 18.2%Pass Top Mount Connection 23.2%Pass Bottom Mount Connection 12.9%Pass Structure Rating – (Controlling Utilization of all Components)26.5% The mount has been found structurally adequate for all steel and external connection capacities. Serviceability in accordance with TIA-222-H Section 4.9.11.3 has not been considered Recommendation: The existing mount is SUFFICIENT for the final loading configuration and do not require modifications. ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Attachments: 1. Mount Photos 2. Mount Mapping Report (for reference only) 3. Analysis Calculations 4. Contractor Required Post Installation Inspection (PMI) Report Deliverables 5. Antenna Placement Diagrams Mount Structural Analysis Report (3) 8.00-Ft T-Frame September 14, 2021 Site ID: 250113-VZW / FAIRGREEN Page | 1 2 V4.0 Updated on 3-31-2021 FCC # 1280619 Sector / Position Vertical Offset Dimension "u" Horizontal Offset "C1, C2, C3, etc." Sector / Position Vertical Offset Dimension "u" Horizontal Offset "C1, C2, C3, etc." A1 61.50 4.00 C1 61.50 4.00 A2 61.50 33.50 C2 61.50 33.50 A3 61.50 64.50 C3 61.50 64.50 A4 41.75 78.00 C4 61.50 92.00 A5 61.50 92.00 C5 A6 C6 B1 61.50 4.00 D1 B2 61.50 33.50 D2 B3 61.50 64.50 D3 B4 61.50 92.00 D4 B5 D5 B6 D6 9.50 Photos of antennas For T-Arms/Platforms on monopoles, report the weld size from the main standoff to the plate bolting into the collar mount. Tower Face Width at Mount Elev. (ft.): Mounting Locations [Units are inches and degrees]Enter antenna model. If not labeled, enter "Unknown". Tower Leg Size or Pole Shaft Diameter at Mount Elev. (in.): PIPE 2.375''Øx0.14''x96'' LONG Distance from top of bottom support rail to lowest tip of ant./eqpt. of Carrier above. (N/A if > 10 ft.) : Distance from top of bottom support rail to highest tip of ant./eqpt. of Carrier below. (N/A if > 10 ft.) : Please enter additional infomation or comments below. Please insert the sketches of the antenna mount from the "Sketches" tab with dimensions and members here. Tower Owner: Site Name: Site Number or ID: Mapping Contractor: This antenna mapping form is the property of TES and under PATENT PENDING. The formation contained herein is considered confidential in nature and is to be used only for the specific customer it was intended for. Reproduction, transmission, publication, modification or disclosure by any method is prohibited except by express written permission of TES. All means and methods are the responsibility of the contractor and the work shall be compliant with ANSI/ASSE A 10.48, OSHA, FCC, FAA and other safety requirements that may apply. TES is not warrantying the usability of the safety climb as it must be assessed prior to each use in compliance with OSHA requirements. PIPE 2.375''Øx0.14''x96'' LONG Distance between bottom rail and mount CL elevation (dim d). Unit is inches. See 'Mount Elev Ref' tab for details. : PIPE 2.375''Øx0.14''x96'' LONG PIPE 2.375''Øx0.14''x96'' LONG PIPE 2.375''Øx0.14''x96'' LONG Mount Pipe Configuration and Geometries [Unit = Inches] Mount Pipe Size & Length PIPE 2.375''Øx0.14''x96'' LONG PIPE 2.375''Øx0.14''x96'' LONG PIPE 2.375''Øx0.14''x96'' LONG PIPE 2.375''Øx0.14''x48'' LONG PIPE 2.375''Øx0.14''x96'' LONG Mount Pipe Size & Length PIPE 2.375''Øx0.14''x96'' LONG PIPE 2.375''Øx0.14''x96'' LONG PIPE 2.375''Øx0.14''x96'' LONG Antenna Mount Mapping Form (PATENT PENDING) AMERICAN TOWER CORPORATION Mapping Date:9/1/2021 ATC:FAIRGREEN CA,VZW:FAIRGREEN Tower Type:Monopole ATC:419954,VZW:11548 Tower Height (Ft.):UNKNOWN RKS Design & Engineering, LLC Mount Elevation (Ft.):48.1 An t s . I t e m s Antenna Models if Known Width (in.) Depth (in.) Height (in.) Coax Size and Qty Antenna Center- line (Ft.) Vertical Distances"b1a, b2a, b3a, b1b…." (Inches) Horiz. Offset "h" (Use "-" if Ant. is behind) Antenna Azimuth (Degrees) Photo Numbers Ant1a UNKNOWN-RRUS 17.00 7.20 19.70 50.2042 26.75 -7.00 195 Ant1b SBNH-1D6565B 11.90 7.10 72.70 49.1208 39.75 8.00 0.00 195 Ant1c Ant2a Ant2b BXA-171063-8CF-EDIN-26.10 4.10 48.20 49.7667 32.00 7.50 0.00 198 Ant2c Ant3a Ant3b 840 21210-06 14.70 4.10 51.20 49.4333 36.00 11.00 202 Ant3c Ant4a RHSDC-3315-PF-48 15.73 10.25 25.66 49.9542 10.00 -7.75 0.00 205 Ant4b Ant4c Ant5a Ant5b 840 21210-06 14.70 4.10 51.20 49.4333 36.00 11.00 0.00 212 Ant5c Ant on Standoff Ant on Standoff Ant on Tower Ant on TowerAntenna Layout (Looking Out From Tower) Sector A Ant1a UNKNOWN-RRUS 17.00 7.20 19.70 50.2042 26.75 -7.00 136 Sector A:0.00 Deg Leg A: Deg Ant1b SBNH-1D6565B 11.90 7.10 72.70 49.1208 39.75 8.00 120.00 136 Sector B:120.00 Deg Leg B: Deg Ant1c Sector C:240.00 Deg Leg C: Deg Ant2a Sector D: Deg Leg D: Deg Ant2b BXA-171063-8CF-EDIN-26.10 4.10 48.20 49.7667 32.00 7.50 120.00 148 Ant2c Location: Ant3a Ant3b 840 21210-04 14.70 4.10 51.20 49.4333 36.00 11.00 120.00 161 Ant3c Ant4a Ant4b 840 21210-04 14.70 4.10 51.20 49.4333 36.00 11.00 120.00 169 Ant4c Ant5a Ant5b Ant5c Ant on Standoff Ant on Standoff Ant on Tower Ant on Tower Ant1a UNKNOWN-RRUS 17.00 7.20 19.70 50.2042 26.75 -7.00 185 Ant1b SBNH-1D6565B 11.90 7.10 72.70 49.1208 39.75 8.00 240.00 185 Ant1c Ant2a Ant2b BXA-171063-8CF-EDIN-26.10 4.10 48.20 49.7667 32.00 7.50 240.00 187 Ant2c Ant3a Ant3b 840 21210-04 14.70 4.10 51.20 49.4333 36.00 11.00 240.00 190 Ant3c Ant4a Ant4b 840 21210-04 14.70 4.10 51.20 49.4333 36.00 11.00 240.00 193 Ant4c Ant5a Ant5b Ant5c Ant on Standoff Ant on Standoff Ant on Tower Ant on Tower Ant1a Ant1b Ant1c Ant2a Ant2b Ant2c Ant3a Ant3b Ant3c Ant4a Ant4b Ant4c Ant5a Ant5b Ant5c Ant on Standoff Ant on Standoff Ant on Tower Ant on Tower Sector C Sector D For T-Arms/Platforms on monopoles, record the weld size from the main standoff member to the plate bolting into the collar. See below for reference. Climbing Facility Corrosion Type: Access: Condition: Sector BMount Azimuth (Degree) for Each Sector Tower Leg Azimuth (Degree) for Each Sector Deg N/A N/A N/A N/A Climbing Facility Information Please insert a photo of the mount centerline measurement here. Issue #Photo # 1 2 172 3 4 5 6 7 8 Photo # Photo # Photo # Photo # Photo # Photo # Type of Light: Standard Conditions 1. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping are to be reported in this mapping. However, this mount mapping is not a condition assessment of the mount. 6. Please measure and report the size and length of all existing antenna mounting pipes. 8. Don't delete or rearrange any sheet or contents of any sheet from this mapping form. 7. Please measure and report the antenna information for all sectors. Observed Safety and Structural Issues During the Mount Mapping 2. If the thickness of the existing pipes or tubing can't be obtained from a general tool (such as Caliper), please use an ultrasonic measurement tool (thickness gauge) to measure the thickness. 3. Please create all required detail sketches of the mounts and insert them into the "Sketches" tab. 4. Please measure and enter the bolt sizes and types under the Members Box in the spreadsheet of the mount type. 5. Take and label the photos of the tower, mounts, connections, antennas and all measurements. Minimum 50 photos are required. BOTTOAM ANTENNA BRACKET ON SECTOR B ANTENNA 4b LOOSE Observed Obstructions to Tower Lighting System Description of Obstruction: Lighting Technology: Elevation (AGL) at base of light (Ft.): Is a service loop available? Is beacon installed on an extension? Mapping Notes 1. Please report any visible structural or safety issues observed on the antenna mounts (Damaged members, loose connections, tilting mounts, safety climb issues, etc.) Description of Issue COAX TOTAL (26): (18) FH 7/8, (2) 1.625''Ø HYBRID, (6) 1.625''Ø CUT If the tower lighting system is being obstructed by the carrier's equipment (for example: a light nested by the antennas), please provide photos and fill in the information below. Additional Comments: V4.0 Updated on 3-31-2021 FCC # 1280619 Tower Owner: Site Name: Site Number or ID: Mapping Contractor: Please Insert Sketches of the Antenna Mount This antenna mapping form is the property of TES and under PATENT PENDING. The formation contained herein is considered confidential in nature and is to be used only for the specific customer it was intended for. Reproduction, transmission, publication, modification or disclosure by any method is prohibited except by express written permission of TES. All means and methods are the responsibility of the contractor and the work shall be compliant with ANSI/ASSE A 10.48, OSHA, FCC, FAA and other safety requirements that may apply. TES is not warrantying the usability of the safety climb as it must be assessed prior to each use in compliance with OSHA requirements. Antenna Mount Mapping Form (PATENT PENDING) AMERICAN TOWER CORPORATION Mapping Date:9/1/2021 ATC:FAIRGREEN CA,VZW:FAIRGREEN Tower Type:Monopole ATC:419954,VZW:11548 Tower Height (Ft.):UNKNOWN RKS Design & Engineering, LLC Mount Elevation (Ft.):48.1 Please Insert Sketches of the Antenna Mount, cont'd Please Insert Sketches of the Antenna Mount, cont'd Please Insert Sketches of the Antenna Mount, cont'd Please Insert Sketches of the Antenna Mount, cont'd Maser Consulting Mount Analysis SK - 1 Sept 14, 2021 at 10:17 AM 250113-VZW_MT_LOT_A_H.r3d Y XZ Maser Consulting Mount Analysis SK - 2 Sept 14, 2021 at 10:17 AM 250113-VZW_MT_LOT_A_H.r3d .1 8 .10 NC .1 8 .2 6 .10 .18 NC .14NC .18 .1 3 .10 NC .0 0 .14 .2 6 NC .1 8 .2 3 .0 0 .1 3 NC .17 .10 .18 NC .0 0 .17 NC NC .1 3 .0 0.18 .2 6 .2 3 .10 .0 9 NC NC .10 .18 .0 9 .2 3 NC .18 .0 9 Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0.75-.90.50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Results for LC 1, 1.2D+1.0Wo (0 Deg) Maser Consulting Mount Analysis SK - 3 Sept 14, 2021 at 10:17 AM 250113-VZW_MT_LOT_A_H.r3d .0 5 .05 NC .0 5 .0 5 .05 .09 NC .09NC .09 .0 6 .05 NC .0 0 .09 .0 5 NC .0 5 .0 6 .0 0 .0 6 NC .13 .05 .09 NC .0 0 .13 NC NC .0 6 .0 0.09 .0 5 .0 6 .05 .0 3 NC NC .05 .09 .0 3 .0 6 NC .09 .0 3 Y XZ Shear Check ( Env ) No Calc > 1.0 .90-1.0.75-.90.50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Results for LC 1, 1.2D+1.0Wo (0 Deg) Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Antenna D None 362Antenna Di None 36 3 Antenna Wo (0 Deg)None 36 4 Antenna Wo (30 Deg)None 36 5 Antenna Wo (60 Deg)None 36 6 Antenna Wo (90 Deg)None 367Antenna Wo (120 Deg)None 36 8 Antenna Wo (150 Deg)None 36 9 Antenna Wo (180 Deg)None 36 10 Antenna Wo (210 Deg)None 36 11 Antenna Wo (240 Deg)None 3612Antenna Wo (270 Deg)None 36 13 Antenna Wo (300 Deg)None 36 14 Antenna Wo (330 Deg)None 36 15 Antenna Wi (0 Deg)None 36 16 Antenna Wi (30 Deg)None 3617Antenna Wi (60 Deg)None 36 18 Antenna Wi (90 Deg)None 36 19 Antenna Wi (120 Deg)None 36 20 Antenna Wi (150 Deg)None 36 21 Antenna Wi (180 Deg)None 3622Antenna Wi (210 Deg)None 36 23 Antenna Wi (240 Deg)None 36 24 Antenna Wi (270 Deg)None 36 25 Antenna Wi (300 Deg)None 36 26 Antenna Wi (330 Deg)None 3627Antenna Wm (0 Deg)None 36 28 Antenna Wm (30 Deg)None 36 29 Antenna Wm (60 Deg)None 36 30 Antenna Wm (90 Deg)None 36 31 Antenna Wm (120 Deg)None 3632Antenna Wm (150 Deg)None 36 33 Antenna Wm (180 Deg)None 36 34 Antenna Wm (210 Deg)None 36 35 Antenna Wm (240 Deg)None 36 36 Antenna Wm (270 Deg)None 3637Antenna Wm (300 Deg)None 36 38 Antenna Wm (330 Deg)None 36 39 Structure D None -1 40 Structure Di None 11 41 Structure Wo (0 Deg)None 2242Structure Wo (30 Deg)None 22 43 Structure Wo (60 Deg)None 22 44 Structure Wo (90 Deg)None 22 45 Structure Wo (120 D...None 22 46 Structure Wo (150 D...None 2247Structure Wo (180 D...None 22 48 Structure Wo (210 D...None 22 49 Structure Wo (240 D...None 22 50 Structure Wo (270 D...None 22 51 Structure Wo (300 D...None 2252Structure Wo (330 D...None 22 53 Structure Wi (0 Deg)None 22 54 Structure Wi (30 Deg)None 22 55 Structure Wi (60 Deg)None 22 56 Structure Wi (90 Deg)None 22 RISA-3D Version 17.0.4 Page 1 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 57 Structure Wi (120 De...None 22 58 Structure Wi (150 De...None 2259Structure Wi (180 De...None 22 60 Structure Wi (210 De...None 22 61 Structure Wi (240 De...None 22 62 Structure Wi (270 De...None 22 63 Structure Wi (300 De...None 2264Structure Wi (330 De...None 22 65 Structure Wm (0 Deg)None 22 66 Structure Wm (30 De...None 22 67 Structure Wm (60 De...None 22 68 Structure Wm (90 De...None 2269Structure Wm (120 D...None 22 70 Structure Wm (150 D...None 22 71 Structure Wm (180 D...None 22 72 Structure Wm (210 D...None 22 73 Structure Wm (240 D...None 2274Structure Wm (270 D...None 22 75 Structure Wm (300 D...None 22 76 Structure Wm (330 D...None 22 77 Lm1 None 1 78 Lm2 None 179Lv1None1 80 Lv2 None 1 Load Combinations Description So...P... S... BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...1 1.2D+1.0Wo (0 Deg)Yes Y 1 1.2 39 1.2 3 1 41 1 2 1.2D+1.0Wo (30 Deg)Yes Y 1 1.2 39 1.2 4 1 42 1 3 1.2D+1.0Wo (60 Deg)Yes Y 1 1.2 39 1.2 5 1 43 1 4 1.2D+1.0Wo (90 Deg)Yes Y 1 1.2 39 1.2 6 1 44 151.2D+1.0Wo (120 Deg)Yes Y 1 1.2 39 1.2 7 1 45 1 6 1.2D+1.0Wo (150 Deg)Yes Y 1 1.2 39 1.2 8 1 46 1 7 1.2D+1.0Wo (180 Deg)Yes Y 1 1.2 39 1.2 9 1 47 1 8 1.2D+1.0Wo (210 Deg)Yes Y 1 1.2 39 1.2 10 1 48 1 9 1.2D+1.0Wo (240 Deg)Yes Y 1 1.2 39 1.2 11 1 49 1101.2D+1.0Wo (270 Deg)Yes Y 1 1.2 39 1.2 12 1 50 1 11 1.2D+1.0Wo (300 Deg)Yes Y 1 1.2 39 1.2 13 1 51 1 12 1.2D+1.0Wo (330 Deg)Yes Y 1 1.2 39 1.2 14 1 52 1 13 1.2D + 1.0Di + 1.0Wi (0 ...Yes Y 1 1.2 39 1.2 2 1 40 1 15 1 53 1 14 1.2D + 1.0Di + 1.0Wi (3...Yes Y 1 1.2 39 1.2 2 1 40 1 16 1 54 1151.2D + 1.0Di + 1.0Wi (6...Yes Y 1 1.2 39 1.2 2 1 40 1 17 1 55 1 16 1.2D + 1.0Di + 1.0Wi (9...Yes Y 1 1.2 39 1.2 2 1 40 1 18 1 56 1 17 1.2D + 1.0Di + 1.0Wi (1...Yes Y 1 1.2 39 1.2 2 1 40 1 19 1 57 1 18 1.2D + 1.0Di + 1.0Wi (1...Yes Y 1 1.2 39 1.2 2 1 40 1 20 1 58 1 19 1.2D + 1.0Di + 1.0Wi (1...Yes Y 1 1.2 39 1.2 2 1 40 1 21 1 59 1201.2D + 1.0Di + 1.0Wi (2...Yes Y 1 1.2 39 1.2 2 1 40 1 22 1 60 1 21 1.2D + 1.0Di + 1.0Wi (2...Yes Y 1 1.2 39 1.2 2 1 40 1 23 1 61 1 22 1.2D + 1.0Di + 1.0Wi (2...Yes Y 1 1.2 39 1.2 2 1 40 1 24 1 62 1 23 1.2D + 1.0Di + 1.0Wi (3...Yes Y 1 1.2 39 1.2 2 1 40 1 25 1 63 1 24 1.2D + 1.0Di + 1.0Wi (3...Yes Y 1 1.2 39 1.2 2 1 40 1 26 1 64 1251.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 27 1 65 1 26 1.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 28 1 66 1 27 1.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 29 1 67 1 28 1.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 30 1 68 1 RISA-3D Version 17.0.4 Page 2 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Load Combinations (Continued) Description So...P... S... BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac... 29 1.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 31 1 69 1 30 1.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 32 1 70 1311.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 33 1 71 1 32 1.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 34 1 72 1 33 1.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 35 1 73 1 34 1.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 36 1 74 1 35 1.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 37 1 75 1361.2D + 1.5Lm1 + 1.0Wm...Yes Y 1 1.2 39 1.2 77 1.5 38 1 76 1 37 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 27 1 65 1 38 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 28 1 66 1 39 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 29 1 67 1 40 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 30 1 68 1411.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 31 1 69 1 42 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 32 1 70 1 43 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 33 1 71 1 44 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 34 1 72 1 45 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 35 1 73 1461.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 36 1 74 1 47 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 37 1 75 1 48 1.2D + 1.5Lm2 + 1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 38 1 76 1 49 1.2D + 1.5Lv1 Yes Y 1 1.2 39 1.2 79 1.5 50 1.2D + 1.5Lv2 Yes Y 1 1.2 39 1.2 80 1.5511.4D Yes Y 1 1.4 39 1.4 52 Seismic Mass Yes Y 1 1 39 1 53 1.2D + 1.0Ev + 1.0Eh (0...Yes Y 1 1.2 39 1.2 SX SY 1 SZ -1 54 1.2D + 1.0Ev + 1.0Eh (3...Yes Y 1 1.2 39 1.2 SX .5 SY 1 SZ -.866 55 1.2D + 1.0Ev + 1.0Eh (6...Yes Y 1 1.2 39 1.2 SX .866 SY 1 SZ -.5561.2D + 1.0Ev + 1.0Eh (9...Yes Y 1 1.2 39 1.2 SX 1 SY 1 SZ 57 1.2D + 1.0Ev + 1.0Eh (1...Yes Y 1 1.2 39 1.2 SX .866 SY 1 SZ .5 58 1.2D + 1.0Ev + 1.0Eh (1...Yes Y 1 1.2 39 1.2 SX .5 SY 1 SZ .866 59 1.2D + 1.0Ev + 1.0Eh (1...Yes Y 1 1.2 39 1.2 SX SY 1 SZ 1 60 1.2D + 1.0Ev + 1.0Eh (2...Yes Y 1 1.2 39 1.2 SX -.5 SY 1 SZ .866 61 1.2D + 1.0Ev + 1.0Eh (2...Yes Y 1 1.2 39 1.2 SX-.866 SY 1 SZ .5 62 1.2D + 1.0Ev + 1.0Eh (2...Yes Y 1 1.2 39 1.2 SX -1 SY 1 SZ 63 1.2D + 1.0Ev + 1.0Eh (3...Yes Y 1 1.2 39 1.2 SX-.866 SY 1 SZ -.5 64 1.2D + 1.0Ev + 1.0Eh (3...Yes Y 1 1.2 39 1.2 SX -.5 SY 1 SZ -.866 Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 1 N1 -.5 0 0 0 2 N2 7.5 0 0 03N3-.5 1.583333 0 0 4 N4 7.5 1.583333 0 0 5 N5 3.5 0 0 0 6 N6 3.5 1.583333 0 0 7 N7 3.5 0 -0.291667 08N83.5 1.583333 -0.291667 0 9 N9 3.5 .625 -0.291667 0 10 N10 3.5 2.333333 -0.291667 0 11 N11 3.5 -.625 -0.291667 0 12 N12 3.5 0.833333 -0.291667 013N153.5 0 -2.125 0 14 N16 3.5 1.583333 -1.5 0 15 N15A 7.166667 0 0 0 16 N16A 7.166667 1.583333 0 0 RISA-3D Version 17.0.4 Page 3 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 17 N17 7.166667 0 .25 0 18 N18 7.166667 1.583333 .25 019N197.166667 5.125 .25 0 20 N20 7.166667 -2.875 .25 0 21 N21 4.708333 0 0 0 22 N22 4.708333 1.583333 0 0 23 N23 4.708333 0 .25 024N244.708333 1.583333 .25 0 25 N25 4.708333 5.125 .25 0 26 N26 4.708333 -2.875 .25 0 27 N27 2.125 0 0 0 28 N28 2.125 1.583333 0 029N292.125 0 .25 0 30 N30 2.125 1.583333 .25 0 31 N31 2.125 5.125 .25 0 32 N32 2.125 -2.875 .25 0 33 N39 -.125 0 0 034N40-.125 1.583333 0 0 35 N41 -.125 0 .25 0 36 N42 -.125 1.583333 .25 0 37 N43 -.125 5.125 .25 0 38 N44 -.125 -2.875 .25 039N453.5 0 -0.791667 0 40 N46 3.5 1.583333 -0.791667 0 41 N47 3.75 0 -0.791667 0 42 N48 3.75 1.583333 -0.791667 0 43 N49 3.75 2.5 -0.791667 044N503.75 -.5 -0.791667 0 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4]1 Antenna Pipe PIPE_2.0 Beam Pipe A53 Gr. B Typical 1.02 .627 .627 1.25 2 Top Face Horizontal HSS3.500X0.188 Beam Pipe A53 Gr. B Typical 1.82 2.52 2.52 5.04 3 Top Mast Pipe HSS4.500X0.188 Beam Pipe A53 Gr. B Typical 2.36 5.54 5.54 11.1 4 Top Standoff Arm PIPE_4.0 Beam Pipe A53 Gr. B Typical 2.96 6.82 6.82 13.6 5 Bottom Face Horizontal HSS3.500X0.250 Beam Pipe A53 Gr. B Typical 2.39 3.21 3.21 6.416Bottom Mast Pipe PIPE_3.0 Beam Pipe A53 Gr. B Typical 2.07 2.85 2.85 5.69 7 Bottom Standoff Arm PIPE_3.0 Beam Pipe A53 Gr. B Typical 2.07 2.85 2.85 5.69 8 OVP Pipe PIPE_2.0 Beam Pipe A53 Gr. B Typical 1.02 .627 .627 1.25 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A53 Gr. B 29000 11154 .3 .65 .49 35 1.5 60 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.14A9922900011154.3 .65 .49 50 1.1 65 1.1 5 A500 Gr. B 42 29000 11154 .3 .65 .49 42 1.4 58 1.3 6 A500 Gr. B 46 29000 11154 .3 .65 .49 46 1.4 58 1.3 RISA-3D Version 17.0.4 Page 4 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N3 N4 Top Face Hori...Beam Pipe A53 Gr. B Typical 2 M2 N1 N2 Bottom Face H...Beam Pipe A53 Gr. B Typical3M3N8N6RIGIDNoneNoneRIGIDTypical 4 M4 N7 N5 RIGID None None RIGID Typical 5 M5 N10 N12 Top Mast Pipe Beam Pipe A53 Gr. B Typical 6 M6 N9 N11 Bottom Mast P...Beam Pipe A53 Gr. B Typical 7 M7 N16 N8 HSS4.500X0.1...Beam Pipe A53 Gr. B DR18M8N15N7Bottom Stando...Beam Pipe A53 Gr. B Typical 9 M9 N18 N16A RIGID None None RIGID Typical 10 M10 N17 N15A RIGID None None RIGID Typical 11 MP1A N19 N20 Antenna Pipe Beam Pipe A53 Gr. B Typical 12 M12 N24 N22 RIGID None None RIGID Typical13M13N23N21RIGIDNoneNoneRIGIDTypical 14 MP2A N25 N26 Antenna Pipe Beam Pipe A53 Gr. B Typical 15 M15 N30 N28 RIGID None None RIGID Typical 16 M16 N29 N27 RIGID None None RIGID Typical 17 MP3A N31 N32 Antenna Pipe Beam Pipe A53 Gr. B Typical18M21N42N40RIGIDNoneNoneRIGIDTypical 19 M22 N41 N39 RIGID None None RIGID Typical 20 MP4A N43 N44 Antenna Pipe Beam Pipe A53 Gr. B Typical 21 OVP N49 N50 OVP Pipe Beam Pipe A53 Gr. B Typical 22 M25 N48 N46 RIGID None None RIGID Typical23M26N47N45RIGIDNoneNoneRIGIDTypical Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torqu... Kyy Kzz Cb Function1M1Top Face H...8 Lbyy Lateral 2 M2 Bottom Fac...8 Lbyy Lateral 3 M5 Top Mast Pi...1.5 Lbyy Lateral 4 M6 Bottom Mas...1.25 Lbyy Lateral 5 M7 HSS4.500X...1.208 Lbyy Lateral 6 M8 Bottom Stan...1.833 Lbyy Lateral 7 MP1A Antenna Pipe 8 Lbyy Lateral 8 MP2A Antenna Pipe 8 Lbyy Lateral 9 MP3A Antenna Pipe 8 Lbyy Lateral 10 MP4A Antenna Pipe 8 Lbyy Lateral 11 OVP OVP Pipe 3 Lbyy Lateral Member Point Loads (BLC 1 : Antenna D) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A Y -21.85 1 2 MP2A My -.011 1 3 MP2A Mz 0 1 4 MP2A Y -21.85 6 5 MP2A My -.011 66MP2AMz06 7 MP3A Y -21.85 1 8 MP3A My -.011 1 9 MP3A Mz 0 1 10 MP3A Y -21.85 611MP3AMy-.011 6 12 MP3A Mz 0 6 13 MP4A Y -11.1 5.5 14 MP4A My -.006 5.5 RISA-3D Version 17.0.4 Page 5 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 1 : Antenna D) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 15 MP4A Mz 0 5.5 16 MP4A Y -44 217MP4AMy-.022 2 18 MP4A Mz 0 2 19 MP4A Y -44 4 20 MP4A My -.022 4 21 MP4A Mz 0 422MP2AY-70 2 23 MP2A My .035 2 24 MP2A Mz 0 2 25 MP3A Y -75 2 26 MP3A My .037 227MP3AMz02 28 OVP Y -32 1 29 OVP My -.016 1 30 OVP Mz 0 1 31 MP1A Y -10.45 132MP1AMy-.005 1 33 MP1A Mz 0 1 34 MP1A Y -10.45 6 35 MP1A My -.005 6 36 MP1A Mz 0 6 Member Point Loads (BLC 2 : Antenna Di) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A Y -.005 1 2 MP2A My -2e-6 13MP2AMz01 4 MP2A Y -.005 6 5 MP2A My -2e-6 6 6 MP2A Mz 0 6 7 MP3A Y -.005 18MP3AMy-2e-6 1 9 MP3A Mz 0 1 10 MP3A Y -.005 6 11 MP3A My -2e-6 6 12 MP3A Mz 0 613MP4AY-.000995 5.5 14 MP4A My 0 5.5 15 MP4A Mz 0 5.5 16 MP4A Y -.003 2 17 MP4A My -2e-6 218MP4AMz02 19 MP4A Y -.003 4 20 MP4A My -2e-6 4 21 MP4A Mz 0 4 22 MP2A Y -.003 223MP2AMy2e-6 2 24 MP2A Mz 0 2 25 MP3A Y -.003 2 26 MP3A My 2e-6 2 27 MP3A Mz 0 228OVPY-.007 1 29 OVP My -4e-6 1 30 OVP Mz 0 1 31 MP1A Y -.004 1 RISA-3D Version 17.0.4 Page 6 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 2 : Antenna Di) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 32 MP1A My -2e-6 1 33 MP1A Mz 0 134MP1AY-.004 6 35 MP1A My -2e-6 6 36 MP1A Mz 0 6 Member Point Loads (BLC 3 : Antenna Wo (0 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 0 1 2 MP2A Z -63.024 1 3 MP2A Mx 0 1 4 MP2A X 0 65MP2AZ-63.024 6 6 MP2A Mx 0 6 7 MP3A X 0 1 8 MP3A Z -63.024 1 9 MP3A Mx 0 110MP3AX06 11 MP3A Z -63.024 6 12 MP3A Mx 0 6 13 MP4A X 0 5.5 14 MP4A Z -8.58 5.515MP4AMx05.5 16 MP4A X 0 2 17 MP4A Z -32.214 2 18 MP4A Mx 0 2 19 MP4A X 0 420MP4AZ-32.214 4 21 MP4A Mx 0 4 22 MP2A X 0 2 23 MP2A Z -25.74 2 24 MP2A Mx 0 225MP3AX02 26 MP3A Z -25.74 2 27 MP3A Mx 0 2 28 OVP X 0 1 29 OVP Z -63.336 130OVPMx01 31 MP1A X 0 1 32 MP1A Z -53.352 1 33 MP1A Mx 0 1 34 MP1A X 0 635MP1AZ-53.352 6 36 MP1A Mx 0 6 Member Point Loads (BLC 4 : Antenna Wo (30 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 28.842 1 2 MP2A Z -49.956 1 3 MP2A Mx -.014 1 4 MP2A X 28.842 6 5 MP2A Z -49.956 66MP2AMx-.014 6 7 MP3A X 28.842 1 8 MP3A Z -49.956 1 9 MP3A Mx -.014 1 RISA-3D Version 17.0.4 Page 7 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 4 : Antenna Wo (30 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 10 MP3A X 28.842 6 11 MP3A Z -49.956 612MP3AMx-.014 6 13 MP4A X 3.9 5.5 14 MP4A Z -6.755 5.5 15 MP4A Mx -.002 5.5 16 MP4A X 14.818 217MP4AZ-25.666 2 18 MP4A Mx -.007 2 19 MP4A X 14.818 4 20 MP4A Z -25.666 4 21 MP4A Mx -.007 422MP2AX11.919 2 23 MP2A Z -20.645 2 24 MP2A Mx .006 2 25 MP3A X 12.358 2 26 MP3A Z -21.405 227MP3AMx.006 2 28 OVP X 29.791 1 29 OVP Z -51.6 1 30 OVP Mx -.015 1 31 MP1A X 22.499 132MP1AZ-38.97 1 33 MP1A Mx -.011 1 34 MP1A X 22.499 6 35 MP1A Z -38.97 6 36 MP1A Mx -.011 6 Member Point Loads (BLC 5 : Antenna Wo (60 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 40.707 1 2 MP2A Z -23.502 13MP2AMx-.02 1 4 MP2A X 40.707 6 5 MP2A Z -23.502 6 6 MP2A Mx -.02 6 7 MP3A X 40.707 18MP3AZ-23.502 1 9 MP3A Mx -.02 1 10 MP3A X 40.707 6 11 MP3A Z -23.502 6 12 MP3A Mx -.02 613MP4AX5.404 5.5 14 MP4A Z -3.12 5.5 15 MP4A Mx -.003 5.5 16 MP4A X 21.201 2 17 MP4A Z -12.241 218MP4AMx-.011 2 19 MP4A X 21.201 4 20 MP4A Z -12.241 4 21 MP4A Mx -.011 4 22 MP2A X 17.352 223MP2AZ-10.018 2 24 MP2A Mx .009 2 25 MP3A X 19.632 2 26 MP3A Z -11.334 2 RISA-3D Version 17.0.4 Page 8 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 5 : Antenna Wo (60 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 27 MP3A Mx .01 2 28 OVP X 45.098 129OVPZ-26.037 1 30 OVP Mx -.023 1 31 MP1A X 24.502 1 32 MP1A Z -14.146 1 33 MP1A Mx -.012 134MP1AX24.502 6 35 MP1A Z -14.146 6 36 MP1A Mx -.012 6 Member Point Loads (BLC 6 : Antenna Wo (90 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 41.665 1 2 MP2A Z 0 1 3 MP2A Mx -.021 1 4 MP2A X 41.665 65MP2AZ06 6 MP2A Mx -.021 6 7 MP3A X 41.665 1 8 MP3A Z 0 1 9 MP3A Mx -.021 110MP3AX41.665 6 11 MP3A Z 0 6 12 MP3A Mx -.021 6 13 MP4A X 5.46 5.5 14 MP4A Z 0 5.515MP4AMx-.003 5.5 16 MP4A X 21.903 2 17 MP4A Z 0 2 18 MP4A Mx -.011 2 19 MP4A X 21.903 420MP4AZ04 21 MP4A Mx -.011 4 22 MP2A X 18.135 2 23 MP2A Z 0 2 24 MP2A Mx .009 225MP3AX21.645 2 26 MP3A Z 0 2 27 MP3A Mx .011 2 28 OVP X 48.321 1 29 OVP Z 0 130OVPMx-.024 1 31 MP1A X 19.939 1 32 MP1A Z 0 1 33 MP1A Mx -.01 1 34 MP1A X 19.939 635MP1AZ06 36 MP1A Mx -.01 6 Member Point Loads (BLC 7 : Antenna Wo (120 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 40.707 1 2 MP2A Z 23.502 1 3 MP2A Mx -.02 1 4 MP2A X 40.707 6 RISA-3D Version 17.0.4 Page 9 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 7 : Antenna Wo (120 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 5 MP2A Z 23.502 6 6 MP2A Mx -.02 67MP3AX40.707 1 8 MP3A Z 23.502 1 9 MP3A Mx -.02 1 10 MP3A X 40.707 6 11 MP3A Z 23.502 612MP3AMx-.02 6 13 MP4A X 5.404 5.5 14 MP4A Z 3.12 5.5 15 MP4A Mx -.003 5.5 16 MP4A X 21.201 217MP4AZ12.241 2 18 MP4A Mx -.011 2 19 MP4A X 21.201 4 20 MP4A Z 12.241 4 21 MP4A Mx -.011 422MP2AX17.352 2 23 MP2A Z 10.018 2 24 MP2A Mx .009 2 25 MP3A X 19.632 2 26 MP3A Z 11.334 227MP3AMx.01 2 28 OVP X 45.098 1 29 OVP Z 26.037 1 30 OVP Mx -.023 1 31 MP1A X 24.502 132MP1AZ14.146 1 33 MP1A Mx -.012 1 34 MP1A X 24.502 6 35 MP1A Z 14.146 6 36 MP1A Mx -.012 6 Member Point Loads (BLC 8 : Antenna Wo (150 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 28.842 1 2 MP2A Z 49.956 13MP2AMx-.014 1 4 MP2A X 28.842 6 5 MP2A Z 49.956 6 6 MP2A Mx -.014 6 7 MP3A X 28.842 18MP3AZ49.956 1 9 MP3A Mx -.014 1 10 MP3A X 28.842 6 11 MP3A Z 49.956 6 12 MP3A Mx -.014 613MP4AX3.9 5.5 14 MP4A Z 6.755 5.5 15 MP4A Mx -.002 5.5 16 MP4A X 14.818 2 17 MP4A Z 25.666 218MP4AMx-.007 2 19 MP4A X 14.818 4 20 MP4A Z 25.666 4 21 MP4A Mx -.007 4 RISA-3D Version 17.0.4 Page 10 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 8 : Antenna Wo (150 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 22 MP2A X 11.919 2 23 MP2A Z 20.645 224MP2AMx.006 2 25 MP3A X 12.358 2 26 MP3A Z 21.405 2 27 MP3A Mx .006 2 28 OVP X 29.791 129OVPZ51.6 1 30 OVP Mx -.015 1 31 MP1A X 22.499 1 32 MP1A Z 38.97 1 33 MP1A Mx -.011 134MP1AX22.499 6 35 MP1A Z 38.97 6 36 MP1A Mx -.011 6 Member Point Loads (BLC 9 : Antenna Wo (180 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 0 1 2 MP2A Z 63.024 1 3 MP2A Mx 0 1 4 MP2A X 0 65MP2AZ63.024 6 6 MP2A Mx 0 6 7 MP3A X 0 1 8 MP3A Z 63.024 1 9 MP3A Mx 0 110MP3AX06 11 MP3A Z 63.024 6 12 MP3A Mx 0 6 13 MP4A X 0 5.5 14 MP4A Z 8.58 5.515MP4AMx05.5 16 MP4A X 0 2 17 MP4A Z 32.214 2 18 MP4A Mx 0 2 19 MP4A X 0 420MP4AZ32.214 4 21 MP4A Mx 0 4 22 MP2A X 0 2 23 MP2A Z 25.74 2 24 MP2A Mx 0 225MP3AX02 26 MP3A Z 25.74 2 27 MP3A Mx 0 2 28 OVP X 0 1 29 OVP Z 63.336 130OVPMx01 31 MP1A X 0 1 32 MP1A Z 53.352 1 33 MP1A Mx 0 1 34 MP1A X 0 635MP1AZ53.352 6 36 MP1A Mx 0 6 RISA-3D Version 17.0.4 Page 11 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 10 : Antenna Wo (210 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -28.842 1 2 MP2A Z 49.956 13MP2AMx.014 1 4 MP2A X -28.842 6 5 MP2A Z 49.956 6 6 MP2A Mx .014 6 7 MP3A X -28.842 18MP3AZ49.956 1 9 MP3A Mx .014 1 10 MP3A X -28.842 6 11 MP3A Z 49.956 6 12 MP3A Mx .014 613MP4AX-3.9 5.5 14 MP4A Z 6.755 5.5 15 MP4A Mx .002 5.5 16 MP4A X -14.818 2 17 MP4A Z 25.666 218MP4AMx.007 2 19 MP4A X -14.818 4 20 MP4A Z 25.666 4 21 MP4A Mx .007 4 22 MP2A X -11.919 223MP2AZ20.645 2 24 MP2A Mx -.006 2 25 MP3A X -12.358 2 26 MP3A Z 21.405 2 27 MP3A Mx -.006 228OVPX-29.791 1 29 OVP Z 51.6 1 30 OVP Mx .015 1 31 MP1A X -22.499 1 32 MP1A Z 38.97 133MP1AMx.011 1 34 MP1A X -22.499 6 35 MP1A Z 38.97 6 36 MP1A Mx .011 6 Member Point Loads (BLC 11 : Antenna Wo (240 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -40.707 1 2 MP2A Z 23.502 1 3 MP2A Mx .02 14MP2AX-40.707 6 5 MP2A Z 23.502 6 6 MP2A Mx .02 6 7 MP3A X -40.707 1 8 MP3A Z 23.502 19MP3AMx.02 1 10 MP3A X -40.707 6 11 MP3A Z 23.502 6 12 MP3A Mx .02 6 13 MP4A X -5.404 5.514MP4AZ3.12 5.5 15 MP4A Mx .003 5.5 16 MP4A X -21.201 2 17 MP4A Z 12.241 2 RISA-3D Version 17.0.4 Page 12 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 11 : Antenna Wo (240 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 18 MP4A Mx .011 2 19 MP4A X -21.201 420MP4AZ12.241 4 21 MP4A Mx .011 4 22 MP2A X -17.352 2 23 MP2A Z 10.018 2 24 MP2A Mx -.009 225MP3AX-19.632 2 26 MP3A Z 11.334 2 27 MP3A Mx -.01 2 28 OVP X -45.098 1 29 OVP Z 26.037 130OVPMx.023 1 31 MP1A X -24.502 1 32 MP1A Z 14.146 1 33 MP1A Mx .012 1 34 MP1A X -24.502 635MP1AZ14.146 6 36 MP1A Mx .012 6 Member Point Loads (BLC 12 : Antenna Wo (270 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X -41.665 1 2 MP2A Z 0 1 3 MP2A Mx .021 1 4 MP2A X -41.665 6 5 MP2A Z 0 66MP2AMx.021 6 7 MP3A X -41.665 1 8 MP3A Z 0 1 9 MP3A Mx .021 1 10 MP3A X -41.665 611MP3AZ06 12 MP3A Mx .021 6 13 MP4A X -5.46 5.5 14 MP4A Z 0 5.5 15 MP4A Mx .003 5.516MP4AX-21.903 2 17 MP4A Z 0 2 18 MP4A Mx .011 2 19 MP4A X -21.903 4 20 MP4A Z 0 421MP4AMx.011 4 22 MP2A X -18.135 2 23 MP2A Z 0 2 24 MP2A Mx -.009 2 25 MP3A X -21.645 226MP3AZ02 27 MP3A Mx -.011 2 28 OVP X -48.321 1 29 OVP Z 0 1 30 OVP Mx .024 131MP1AX-19.939 1 32 MP1A Z 0 1 33 MP1A Mx .01 1 34 MP1A X -19.939 6 RISA-3D Version 17.0.4 Page 13 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 12 : Antenna Wo (270 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 35 MP1A Z 0 6 36 MP1A Mx .01 6 Member Point Loads (BLC 13 : Antenna Wo (300 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -40.707 1 2 MP2A Z -23.502 13MP2AMx.02 1 4 MP2A X -40.707 6 5 MP2A Z -23.502 6 6 MP2A Mx .02 6 7 MP3A X -40.707 18MP3AZ-23.502 1 9 MP3A Mx .02 1 10 MP3A X -40.707 6 11 MP3A Z -23.502 6 12 MP3A Mx .02 613MP4AX-5.404 5.5 14 MP4A Z -3.12 5.5 15 MP4A Mx .003 5.5 16 MP4A X -21.201 2 17 MP4A Z -12.241 218MP4AMx.011 2 19 MP4A X -21.201 4 20 MP4A Z -12.241 4 21 MP4A Mx .011 4 22 MP2A X -17.352 223MP2AZ-10.018 2 24 MP2A Mx -.009 2 25 MP3A X -19.632 2 26 MP3A Z -11.334 2 27 MP3A Mx -.01 228OVPX-45.098 1 29 OVP Z -26.037 1 30 OVP Mx .023 1 31 MP1A X -24.502 1 32 MP1A Z -14.146 133MP1AMx.012 1 34 MP1A X -24.502 6 35 MP1A Z -14.146 6 36 MP1A Mx .012 6 Member Point Loads (BLC 14 : Antenna Wo (330 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -28.842 1 2 MP2A Z -49.956 1 3 MP2A Mx .014 14MP2AX-28.842 6 5 MP2A Z -49.956 6 6 MP2A Mx .014 6 7 MP3A X -28.842 1 8 MP3A Z -49.956 19MP3AMx.014 1 10 MP3A X -28.842 6 11 MP3A Z -49.956 6 12 MP3A Mx .014 6 RISA-3D Version 17.0.4 Page 14 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 14 : Antenna Wo (330 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 13 MP4A X -3.9 5.5 14 MP4A Z -6.755 5.515MP4AMx.002 5.5 16 MP4A X -14.818 2 17 MP4A Z -25.666 2 18 MP4A Mx .007 2 19 MP4A X -14.818 420MP4AZ-25.666 4 21 MP4A Mx .007 4 22 MP2A X -11.919 2 23 MP2A Z -20.645 2 24 MP2A Mx -.006 225MP3AX-12.358 2 26 MP3A Z -21.405 2 27 MP3A Mx -.006 2 28 OVP X -29.791 1 29 OVP Z -51.6 130OVPMx.015 1 31 MP1A X -22.499 1 32 MP1A Z -38.97 1 33 MP1A Mx .011 1 34 MP1A X -22.499 635MP1AZ-38.97 6 36 MP1A Mx .011 6 Member Point Loads (BLC 15 : Antenna Wi (0 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 0 1 2 MP2A Z -6.284 1 3 MP2A Mx 0 1 4 MP2A X 0 6 5 MP2A Z -6.284 66MP2AMx06 7 MP3A X 0 1 8 MP3A Z -6.284 1 9 MP3A Mx 0 1 10 MP3A X 0 611MP3AZ-6.284 6 12 MP3A Mx 0 6 13 MP4A X 0 5.5 14 MP4A Z -.86 5.5 15 MP4A Mx 0 5.516MP4AX02 17 MP4A Z -3.214 2 18 MP4A Mx 0 2 19 MP4A X 0 4 20 MP4A Z -3.214 421MP4AMx04 22 MP2A X 0 2 23 MP2A Z -2.567 2 24 MP2A Mx 0 2 25 MP3A X 0 226MP3AZ-2.567 2 27 MP3A Mx 0 2 28 OVP X 0 1 29 OVP Z -6.31 1 RISA-3D Version 17.0.4 Page 15 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 15 : Antenna Wi (0 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 30 OVP Mx 0 1 31 MP1A X 0 132MP1AZ-5.337 1 33 MP1A Mx 0 1 34 MP1A X 0 6 35 MP1A Z -5.337 6 36 MP1A Mx 0 6 Member Point Loads (BLC 16 : Antenna Wi (30 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 2.876 1 2 MP2A Z -4.981 13MP2AMx-.001 1 4 MP2A X 2.876 6 5 MP2A Z -4.981 6 6 MP2A Mx -.001 6 7 MP3A X 2.876 18MP3AZ-4.981 1 9 MP3A Mx -.001 1 10 MP3A X 2.876 6 11 MP3A Z -4.981 6 12 MP3A Mx -.001 613MP4AX.391 5.5 14 MP4A Z -.677 5.5 15 MP4A Mx -.000196 5.5 16 MP4A X 1.478 2 17 MP4A Z -2.561 218MP4AMx-.000739 2 19 MP4A X 1.478 4 20 MP4A Z -2.561 4 21 MP4A Mx -.000739 4 22 MP2A X 1.189 223MP2AZ-2.059 2 24 MP2A Mx .000594 2 25 MP3A X 1.232 2 26 MP3A Z -2.135 2 27 MP3A Mx .000616 228OVPX2.969 1 29 OVP Z -5.142 1 30 OVP Mx -.001 1 31 MP1A X 2.25 1 32 MP1A Z -3.897 133MP1AMx-.001 1 34 MP1A X 2.25 6 35 MP1A Z -3.897 6 36 MP1A Mx -.001 6 Member Point Loads (BLC 17 : Antenna Wi (60 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 4.059 1 2 MP2A Z -2.344 1 3 MP2A Mx -.002 14MP2AX4.059 6 5 MP2A Z -2.344 6 6 MP2A Mx -.002 6 7 MP3A X 4.059 1 RISA-3D Version 17.0.4 Page 16 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 17 : Antenna Wi (60 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 8 MP3A Z -2.344 1 9 MP3A Mx -.002 110MP3AX4.059 6 11 MP3A Z -2.344 6 12 MP3A Mx -.002 6 13 MP4A X .54 5.5 14 MP4A Z -.312 5.515MP4AMx-.00027 5.5 16 MP4A X 2.115 2 17 MP4A Z -1.221 2 18 MP4A Mx -.001 2 19 MP4A X 2.115 420MP4AZ-1.221 4 21 MP4A Mx -.001 4 22 MP2A X 1.73 2 23 MP2A Z -.999 2 24 MP2A Mx .000865 225MP3AX1.958 2 26 MP3A Z -1.13 2 27 MP3A Mx .000979 2 28 OVP X 4.496 1 29 OVP Z -2.596 130OVPMx-.002 1 31 MP1A X 2.447 1 32 MP1A Z -1.413 1 33 MP1A Mx -.001 1 34 MP1A X 2.447 635MP1AZ-1.413 6 36 MP1A Mx -.001 6 Member Point Loads (BLC 18 : Antenna Wi (90 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 4.155 1 2 MP2A Z 0 1 3 MP2A Mx -.002 1 4 MP2A X 4.155 6 5 MP2A Z 0 66MP2AMx-.002 6 7 MP3A X 4.155 1 8 MP3A Z 0 1 9 MP3A Mx -.002 1 10 MP3A X 4.155 611MP3AZ06 12 MP3A Mx -.002 6 13 MP4A X .545 5.5 14 MP4A Z 0 5.5 15 MP4A Mx -.000273 5.516MP4AX2.184 2 17 MP4A Z 0 2 18 MP4A Mx -.001 2 19 MP4A X 2.184 4 20 MP4A Z 0 421MP4AMx-.001 4 22 MP2A X 1.809 2 23 MP2A Z 0 2 24 MP2A Mx .000904 2 RISA-3D Version 17.0.4 Page 17 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 18 : Antenna Wi (90 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 25 MP3A X 2.159 2 26 MP3A Z 0 227MP3AMx.001 2 28 OVP X 4.819 1 29 OVP Z 0 1 30 OVP Mx -.002 1 31 MP1A X 1.988 132MP1AZ01 33 MP1A Mx -.000994 1 34 MP1A X 1.988 6 35 MP1A Z 0 6 36 MP1A Mx -.000994 6 Member Point Loads (BLC 19 : Antenna Wi (120 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 4.059 1 2 MP2A Z 2.344 13MP2AMx-.002 1 4 MP2A X 4.059 6 5 MP2A Z 2.344 6 6 MP2A Mx -.002 6 7 MP3A X 4.059 18MP3AZ2.344 1 9 MP3A Mx -.002 1 10 MP3A X 4.059 6 11 MP3A Z 2.344 6 12 MP3A Mx -.002 613MP4AX.54 5.5 14 MP4A Z .312 5.5 15 MP4A Mx -.00027 5.5 16 MP4A X 2.115 2 17 MP4A Z 1.221 218MP4AMx-.001 2 19 MP4A X 2.115 4 20 MP4A Z 1.221 4 21 MP4A Mx -.001 4 22 MP2A X 1.73 223MP2AZ.999 2 24 MP2A Mx .000865 2 25 MP3A X 1.958 2 26 MP3A Z 1.13 2 27 MP3A Mx .000979 228OVPX4.496 1 29 OVP Z 2.596 1 30 OVP Mx -.002 1 31 MP1A X 2.447 1 32 MP1A Z 1.413 133MP1AMx-.001 1 34 MP1A X 2.447 6 35 MP1A Z 1.413 6 36 MP1A Mx -.001 6 Member Point Loads (BLC 20 : Antenna Wi (150 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 2.876 1 2 MP2A Z 4.981 1 RISA-3D Version 17.0.4 Page 18 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 20 : Antenna Wi (150 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 3 MP2A Mx -.001 1 4 MP2A X 2.876 65MP2AZ4.981 6 6 MP2A Mx -.001 6 7 MP3A X 2.876 1 8 MP3A Z 4.981 1 9 MP3A Mx -.001 110MP3AX2.876 6 11 MP3A Z 4.981 6 12 MP3A Mx -.001 6 13 MP4A X .391 5.5 14 MP4A Z .677 5.515MP4AMx-.000196 5.5 16 MP4A X 1.478 2 17 MP4A Z 2.561 2 18 MP4A Mx -.000739 2 19 MP4A X 1.478 420MP4AZ2.561 4 21 MP4A Mx -.000739 4 22 MP2A X 1.189 2 23 MP2A Z 2.059 2 24 MP2A Mx .000594 225MP3AX1.232 2 26 MP3A Z 2.135 2 27 MP3A Mx .000616 2 28 OVP X 2.969 1 29 OVP Z 5.142 130OVPMx-.001 1 31 MP1A X 2.25 1 32 MP1A Z 3.897 1 33 MP1A Mx -.001 1 34 MP1A X 2.25 635MP1AZ3.897 6 36 MP1A Mx -.001 6 Member Point Loads (BLC 21 : Antenna Wi (180 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 0 1 2 MP2A Z 6.284 1 3 MP2A Mx 0 1 4 MP2A X 0 6 5 MP2A Z 6.284 66MP2AMx06 7 MP3A X 0 1 8 MP3A Z 6.284 1 9 MP3A Mx 0 1 10 MP3A X 0 611MP3AZ6.284 6 12 MP3A Mx 0 6 13 MP4A X 0 5.5 14 MP4A Z .86 5.5 15 MP4A Mx 0 5.516MP4AX02 17 MP4A Z 3.214 2 18 MP4A Mx 0 2 19 MP4A X 0 4 RISA-3D Version 17.0.4 Page 19 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 21 : Antenna Wi (180 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 20 MP4A Z 3.214 4 21 MP4A Mx 0 422MP2AX02 23 MP2A Z 2.567 2 24 MP2A Mx 0 2 25 MP3A X 0 2 26 MP3A Z 2.567 227MP3AMx02 28 OVP X 0 1 29 OVP Z 6.31 1 30 OVP Mx 0 1 31 MP1A X 0 132MP1AZ5.337 1 33 MP1A Mx 0 1 34 MP1A X 0 6 35 MP1A Z 5.337 6 36 MP1A Mx 0 6 Member Point Loads (BLC 22 : Antenna Wi (210 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -2.876 1 2 MP2A Z 4.981 13MP2AMx.001 1 4 MP2A X -2.876 6 5 MP2A Z 4.981 6 6 MP2A Mx .001 6 7 MP3A X -2.876 18MP3AZ4.981 1 9 MP3A Mx .001 1 10 MP3A X -2.876 6 11 MP3A Z 4.981 6 12 MP3A Mx .001 613MP4AX-.391 5.5 14 MP4A Z .677 5.5 15 MP4A Mx .000196 5.5 16 MP4A X -1.478 2 17 MP4A Z 2.561 218MP4AMx.000739 2 19 MP4A X -1.478 4 20 MP4A Z 2.561 4 21 MP4A Mx .000739 4 22 MP2A X -1.189 223MP2AZ2.059 2 24 MP2A Mx -.000594 2 25 MP3A X -1.232 2 26 MP3A Z 2.135 2 27 MP3A Mx -.000616 228OVPX-2.969 1 29 OVP Z 5.142 1 30 OVP Mx .001 1 31 MP1A X -2.25 1 32 MP1A Z 3.897 133MP1AMx.001 1 34 MP1A X -2.25 6 35 MP1A Z 3.897 6 36 MP1A Mx .001 6 RISA-3D Version 17.0.4 Page 20 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 23 : Antenna Wi (240 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -4.059 1 2 MP2A Z 2.344 13MP2AMx.002 1 4 MP2A X -4.059 6 5 MP2A Z 2.344 6 6 MP2A Mx .002 6 7 MP3A X -4.059 18MP3AZ2.344 1 9 MP3A Mx .002 1 10 MP3A X -4.059 6 11 MP3A Z 2.344 6 12 MP3A Mx .002 613MP4AX-.54 5.5 14 MP4A Z .312 5.5 15 MP4A Mx .00027 5.5 16 MP4A X -2.115 2 17 MP4A Z 1.221 218MP4AMx.001 2 19 MP4A X -2.115 4 20 MP4A Z 1.221 4 21 MP4A Mx .001 4 22 MP2A X -1.73 223MP2AZ.999 2 24 MP2A Mx -.000865 2 25 MP3A X -1.958 2 26 MP3A Z 1.13 2 27 MP3A Mx -.000979 228OVPX-4.496 1 29 OVP Z 2.596 1 30 OVP Mx .002 1 31 MP1A X -2.447 1 32 MP1A Z 1.413 133MP1AMx.001 1 34 MP1A X -2.447 6 35 MP1A Z 1.413 6 36 MP1A Mx .001 6 Member Point Loads (BLC 24 : Antenna Wi (270 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -4.155 1 2 MP2A Z 0 1 3 MP2A Mx .002 14MP2AX-4.155 6 5 MP2A Z 0 6 6 MP2A Mx .002 6 7 MP3A X -4.155 1 8 MP3A Z 0 19MP3AMx.002 1 10 MP3A X -4.155 6 11 MP3A Z 0 6 12 MP3A Mx .002 6 13 MP4A X -.545 5.514MP4AZ05.5 15 MP4A Mx .000273 5.5 16 MP4A X -2.184 2 17 MP4A Z 0 2 RISA-3D Version 17.0.4 Page 21 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 24 : Antenna Wi (270 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 18 MP4A Mx .001 2 19 MP4A X -2.184 420MP4AZ04 21 MP4A Mx .001 4 22 MP2A X -1.809 2 23 MP2A Z 0 2 24 MP2A Mx -.000904 225MP3AX-2.159 2 26 MP3A Z 0 2 27 MP3A Mx -.001 2 28 OVP X -4.819 1 29 OVP Z 0 130OVPMx.002 1 31 MP1A X -1.988 1 32 MP1A Z 0 1 33 MP1A Mx .000994 1 34 MP1A X -1.988 635MP1AZ06 36 MP1A Mx .000994 6 Member Point Loads (BLC 25 : Antenna Wi (300 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X -4.059 1 2 MP2A Z -2.344 1 3 MP2A Mx .002 1 4 MP2A X -4.059 6 5 MP2A Z -2.344 66MP2AMx.002 6 7 MP3A X -4.059 1 8 MP3A Z -2.344 1 9 MP3A Mx .002 1 10 MP3A X -4.059 611MP3AZ-2.344 6 12 MP3A Mx .002 6 13 MP4A X -.54 5.5 14 MP4A Z -.312 5.5 15 MP4A Mx .00027 5.516MP4AX-2.115 2 17 MP4A Z -1.221 2 18 MP4A Mx .001 2 19 MP4A X -2.115 4 20 MP4A Z -1.221 421MP4AMx.001 4 22 MP2A X -1.73 2 23 MP2A Z -.999 2 24 MP2A Mx -.000865 2 25 MP3A X -1.958 226MP3AZ-1.13 2 27 MP3A Mx -.000979 2 28 OVP X -4.496 1 29 OVP Z -2.596 1 30 OVP Mx .002 131MP1AX-2.447 1 32 MP1A Z -1.413 1 33 MP1A Mx .001 1 34 MP1A X -2.447 6 RISA-3D Version 17.0.4 Page 22 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 25 : Antenna Wi (300 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 35 MP1A Z -1.413 6 36 MP1A Mx .001 6 Member Point Loads (BLC 26 : Antenna Wi (330 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -2.876 1 2 MP2A Z -4.981 13MP2AMx.001 1 4 MP2A X -2.876 6 5 MP2A Z -4.981 6 6 MP2A Mx .001 6 7 MP3A X -2.876 18MP3AZ-4.981 1 9 MP3A Mx .001 1 10 MP3A X -2.876 6 11 MP3A Z -4.981 6 12 MP3A Mx .001 613MP4AX-.391 5.5 14 MP4A Z -.677 5.5 15 MP4A Mx .000196 5.5 16 MP4A X -1.478 2 17 MP4A Z -2.561 218MP4AMx.000739 2 19 MP4A X -1.478 4 20 MP4A Z -2.561 4 21 MP4A Mx .000739 4 22 MP2A X -1.189 223MP2AZ-2.059 2 24 MP2A Mx -.000594 2 25 MP3A X -1.232 2 26 MP3A Z -2.135 2 27 MP3A Mx -.000616 228OVPX-2.969 1 29 OVP Z -5.142 1 30 OVP Mx .001 1 31 MP1A X -2.25 1 32 MP1A Z -3.897 133MP1AMx.001 1 34 MP1A X -2.25 6 35 MP1A Z -3.897 6 36 MP1A Mx .001 6 Member Point Loads (BLC 27 : Antenna Wm (0 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 0 1 2 MP2A Z -6.285 1 3 MP2A Mx 0 14MP2AX06 5 MP2A Z -6.285 6 6 MP2A Mx 0 6 7 MP3A X 0 1 8 MP3A Z -6.285 19MP3AMx01 10 MP3A X 0 6 11 MP3A Z -6.285 6 12 MP3A Mx 0 6 RISA-3D Version 17.0.4 Page 23 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 27 : Antenna Wm (0 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 13 MP4A X 0 5.5 14 MP4A Z -.856 5.515MP4AMx05.5 16 MP4A X 0 2 17 MP4A Z -3.212 2 18 MP4A Mx 0 2 19 MP4A X 0 420MP4AZ-3.212 4 21 MP4A Mx 0 4 22 MP2A X 0 2 23 MP2A Z -2.567 2 24 MP2A Mx 0 225MP3AX02 26 MP3A Z -2.567 2 27 MP3A Mx 0 2 28 OVP X 0 1 29 OVP Z -6.316 130OVPMx01 31 MP1A X 0 1 32 MP1A Z -5.32 1 33 MP1A Mx 0 1 34 MP1A X 0 635MP1AZ-5.32 6 36 MP1A Mx 0 6 Member Point Loads (BLC 28 : Antenna Wm (30 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 2.876 1 2 MP2A Z -4.982 1 3 MP2A Mx -.001 1 4 MP2A X 2.876 6 5 MP2A Z -4.982 66MP2AMx-.001 6 7 MP3A X 2.876 1 8 MP3A Z -4.982 1 9 MP3A Mx -.001 1 10 MP3A X 2.876 611MP3AZ-4.982 6 12 MP3A Mx -.001 6 13 MP4A X .389 5.5 14 MP4A Z -.674 5.5 15 MP4A Mx -.000194 5.516MP4AX1.478 2 17 MP4A Z -2.559 2 18 MP4A Mx -.000739 2 19 MP4A X 1.478 4 20 MP4A Z -2.559 421MP4AMx-.000739 4 22 MP2A X 1.189 2 23 MP2A Z -2.059 2 24 MP2A Mx .000594 2 25 MP3A X 1.232 226MP3AZ-2.135 2 27 MP3A Mx .000616 2 28 OVP X 2.971 1 29 OVP Z -5.146 1 RISA-3D Version 17.0.4 Page 24 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 28 : Antenna Wm (30 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 30 OVP Mx -.001 1 31 MP1A X 2.244 132MP1AZ-3.886 1 33 MP1A Mx -.001 1 34 MP1A X 2.244 6 35 MP1A Z -3.886 6 36 MP1A Mx -.001 6 Member Point Loads (BLC 29 : Antenna Wm (60 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 4.059 1 2 MP2A Z -2.344 13MP2AMx-.002 1 4 MP2A X 4.059 6 5 MP2A Z -2.344 6 6 MP2A Mx -.002 6 7 MP3A X 4.059 18MP3AZ-2.344 1 9 MP3A Mx -.002 1 10 MP3A X 4.059 6 11 MP3A Z -2.344 6 12 MP3A Mx -.002 613MP4AX.539 5.5 14 MP4A Z -.311 5.5 15 MP4A Mx -.00027 5.5 16 MP4A X 2.114 2 17 MP4A Z -1.221 218MP4AMx-.001 2 19 MP4A X 2.114 4 20 MP4A Z -1.221 4 21 MP4A Mx -.001 4 22 MP2A X 1.73 223MP2AZ-.999 2 24 MP2A Mx .000865 2 25 MP3A X 1.958 2 26 MP3A Z -1.13 2 27 MP3A Mx .000979 228OVPX4.497 1 29 OVP Z -2.597 1 30 OVP Mx -.002 1 31 MP1A X 2.443 1 32 MP1A Z -1.411 133MP1AMx-.001 1 34 MP1A X 2.443 6 35 MP1A Z -1.411 6 36 MP1A Mx -.001 6 Member Point Loads (BLC 30 : Antenna Wm (90 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 4.155 1 2 MP2A Z 0 1 3 MP2A Mx -.002 14MP2AX4.155 6 5 MP2A Z 0 6 6 MP2A Mx -.002 6 7 MP3A X 4.155 1 RISA-3D Version 17.0.4 Page 25 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 30 : Antenna Wm (90 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 8 MP3A Z 0 1 9 MP3A Mx -.002 110MP3AX4.155 6 11 MP3A Z 0 6 12 MP3A Mx -.002 6 13 MP4A X .544 5.5 14 MP4A Z 0 5.515MP4AMx-.000272 5.5 16 MP4A X 2.184 2 17 MP4A Z 0 2 18 MP4A Mx -.001 2 19 MP4A X 2.184 420MP4AZ04 21 MP4A Mx -.001 4 22 MP2A X 1.808 2 23 MP2A Z 0 2 24 MP2A Mx .000904 225MP3AX2.159 2 26 MP3A Z 0 2 27 MP3A Mx .001 2 28 OVP X 4.819 1 29 OVP Z 0 130OVPMx-.002 1 31 MP1A X 1.988 1 32 MP1A Z 0 1 33 MP1A Mx -.000994 1 34 MP1A X 1.988 635MP1AZ06 36 MP1A Mx -.000994 6 Member Point Loads (BLC 31 : Antenna Wm (120 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X 4.059 1 2 MP2A Z 2.344 1 3 MP2A Mx -.002 1 4 MP2A X 4.059 6 5 MP2A Z 2.344 66MP2AMx-.002 6 7 MP3A X 4.059 1 8 MP3A Z 2.344 1 9 MP3A Mx -.002 1 10 MP3A X 4.059 611MP3AZ2.344 6 12 MP3A Mx -.002 6 13 MP4A X .539 5.5 14 MP4A Z .311 5.5 15 MP4A Mx -.00027 5.516MP4AX2.114 2 17 MP4A Z 1.221 2 18 MP4A Mx -.001 2 19 MP4A X 2.114 4 20 MP4A Z 1.221 421MP4AMx-.001 4 22 MP2A X 1.73 2 23 MP2A Z .999 2 24 MP2A Mx .000865 2 RISA-3D Version 17.0.4 Page 26 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 31 : Antenna Wm (120 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 25 MP3A X 1.958 2 26 MP3A Z 1.13 227MP3AMx.000979 2 28 OVP X 4.497 1 29 OVP Z 2.597 1 30 OVP Mx -.002 1 31 MP1A X 2.443 132MP1AZ1.411 1 33 MP1A Mx -.001 1 34 MP1A X 2.443 6 35 MP1A Z 1.411 6 36 MP1A Mx -.001 6 Member Point Loads (BLC 32 : Antenna Wm (150 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 2.876 1 2 MP2A Z 4.982 13MP2AMx-.001 1 4 MP2A X 2.876 6 5 MP2A Z 4.982 6 6 MP2A Mx -.001 6 7 MP3A X 2.876 18MP3AZ4.982 1 9 MP3A Mx -.001 1 10 MP3A X 2.876 6 11 MP3A Z 4.982 6 12 MP3A Mx -.001 613MP4AX.389 5.5 14 MP4A Z .674 5.5 15 MP4A Mx -.000194 5.5 16 MP4A X 1.478 2 17 MP4A Z 2.559 218MP4AMx-.000739 2 19 MP4A X 1.478 4 20 MP4A Z 2.559 4 21 MP4A Mx -.000739 4 22 MP2A X 1.189 223MP2AZ2.059 2 24 MP2A Mx .000594 2 25 MP3A X 1.232 2 26 MP3A Z 2.135 2 27 MP3A Mx .000616 228OVPX2.971 1 29 OVP Z 5.146 1 30 OVP Mx -.001 1 31 MP1A X 2.244 1 32 MP1A Z 3.886 133MP1AMx-.001 1 34 MP1A X 2.244 6 35 MP1A Z 3.886 6 36 MP1A Mx -.001 6 Member Point Loads (BLC 33 : Antenna Wm (180 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X 0 1 2 MP2A Z 6.285 1 RISA-3D Version 17.0.4 Page 27 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 33 : Antenna Wm (180 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 3 MP2A Mx 0 1 4 MP2A X 0 65MP2AZ6.285 6 6 MP2A Mx 0 6 7 MP3A X 0 1 8 MP3A Z 6.285 1 9 MP3A Mx 0 110MP3AX06 11 MP3A Z 6.285 6 12 MP3A Mx 0 6 13 MP4A X 0 5.5 14 MP4A Z .856 5.515MP4AMx05.5 16 MP4A X 0 2 17 MP4A Z 3.212 2 18 MP4A Mx 0 2 19 MP4A X 0 420MP4AZ3.212 4 21 MP4A Mx 0 4 22 MP2A X 0 2 23 MP2A Z 2.567 2 24 MP2A Mx 0 225MP3AX02 26 MP3A Z 2.567 2 27 MP3A Mx 0 2 28 OVP X 0 1 29 OVP Z 6.316 130OVPMx01 31 MP1A X 0 1 32 MP1A Z 5.32 1 33 MP1A Mx 0 1 34 MP1A X 0 635MP1AZ5.32 6 36 MP1A Mx 0 6 Member Point Loads (BLC 34 : Antenna Wm (210 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X -2.876 1 2 MP2A Z 4.982 1 3 MP2A Mx .001 1 4 MP2A X -2.876 6 5 MP2A Z 4.982 66MP2AMx.001 6 7 MP3A X -2.876 1 8 MP3A Z 4.982 1 9 MP3A Mx .001 1 10 MP3A X -2.876 611MP3AZ4.982 6 12 MP3A Mx .001 6 13 MP4A X -.389 5.5 14 MP4A Z .674 5.5 15 MP4A Mx .000194 5.516MP4AX-1.478 2 17 MP4A Z 2.559 2 18 MP4A Mx .000739 2 19 MP4A X -1.478 4 RISA-3D Version 17.0.4 Page 28 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 34 : Antenna Wm (210 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 20 MP4A Z 2.559 4 21 MP4A Mx .000739 422MP2AX-1.189 2 23 MP2A Z 2.059 2 24 MP2A Mx -.000594 2 25 MP3A X -1.232 2 26 MP3A Z 2.135 227MP3AMx-.000616 2 28 OVP X -2.971 1 29 OVP Z 5.146 1 30 OVP Mx .001 1 31 MP1A X -2.244 132MP1AZ3.886 1 33 MP1A Mx .001 1 34 MP1A X -2.244 6 35 MP1A Z 3.886 6 36 MP1A Mx .001 6 Member Point Loads (BLC 35 : Antenna Wm (240 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -4.059 1 2 MP2A Z 2.344 13MP2AMx.002 1 4 MP2A X -4.059 6 5 MP2A Z 2.344 6 6 MP2A Mx .002 6 7 MP3A X -4.059 18MP3AZ2.344 1 9 MP3A Mx .002 1 10 MP3A X -4.059 6 11 MP3A Z 2.344 6 12 MP3A Mx .002 613MP4AX-.539 5.5 14 MP4A Z .311 5.5 15 MP4A Mx .00027 5.5 16 MP4A X -2.114 2 17 MP4A Z 1.221 218MP4AMx.001 2 19 MP4A X -2.114 4 20 MP4A Z 1.221 4 21 MP4A Mx .001 4 22 MP2A X -1.73 223MP2AZ.999 2 24 MP2A Mx -.000865 2 25 MP3A X -1.958 2 26 MP3A Z 1.13 2 27 MP3A Mx -.000979 228OVPX-4.497 1 29 OVP Z 2.597 1 30 OVP Mx .002 1 31 MP1A X -2.443 1 32 MP1A Z 1.411 133MP1AMx.001 1 34 MP1A X -2.443 6 35 MP1A Z 1.411 6 36 MP1A Mx .001 6 RISA-3D Version 17.0.4 Page 29 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 36 : Antenna Wm (270 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -4.155 1 2 MP2A Z 0 13MP2AMx.002 1 4 MP2A X -4.155 6 5 MP2A Z 0 6 6 MP2A Mx .002 6 7 MP3A X -4.155 18MP3AZ01 9 MP3A Mx .002 1 10 MP3A X -4.155 6 11 MP3A Z 0 6 12 MP3A Mx .002 613MP4AX-.544 5.5 14 MP4A Z 0 5.5 15 MP4A Mx .000272 5.5 16 MP4A X -2.184 2 17 MP4A Z 0 218MP4AMx.001 2 19 MP4A X -2.184 4 20 MP4A Z 0 4 21 MP4A Mx .001 4 22 MP2A X -1.808 223MP2AZ02 24 MP2A Mx -.000904 2 25 MP3A X -2.159 2 26 MP3A Z 0 2 27 MP3A Mx -.001 228OVPX-4.819 1 29 OVP Z 0 1 30 OVP Mx .002 1 31 MP1A X -1.988 1 32 MP1A Z 0 133MP1AMx.000994 1 34 MP1A X -1.988 6 35 MP1A Z 0 6 36 MP1A Mx .000994 6 Member Point Loads (BLC 37 : Antenna Wm (300 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 MP2A X -4.059 1 2 MP2A Z -2.344 1 3 MP2A Mx .002 14MP2AX-4.059 6 5 MP2A Z -2.344 6 6 MP2A Mx .002 6 7 MP3A X -4.059 1 8 MP3A Z -2.344 19MP3AMx.002 1 10 MP3A X -4.059 6 11 MP3A Z -2.344 6 12 MP3A Mx .002 6 13 MP4A X -.539 5.514MP4AZ-.311 5.5 15 MP4A Mx .00027 5.5 16 MP4A X -2.114 2 17 MP4A Z -1.221 2 RISA-3D Version 17.0.4 Page 30 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 37 : Antenna Wm (300 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 18 MP4A Mx .001 2 19 MP4A X -2.114 420MP4AZ-1.221 4 21 MP4A Mx .001 4 22 MP2A X -1.73 2 23 MP2A Z -.999 2 24 MP2A Mx -.000865 225MP3AX-1.958 2 26 MP3A Z -1.13 2 27 MP3A Mx -.000979 2 28 OVP X -4.497 1 29 OVP Z -2.597 130OVPMx.002 1 31 MP1A X -2.443 1 32 MP1A Z -1.411 1 33 MP1A Mx .001 1 34 MP1A X -2.443 635MP1AZ-1.411 6 36 MP1A Mx .001 6 Member Point Loads (BLC 38 : Antenna Wm (330 Deg)) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 MP2A X -2.876 1 2 MP2A Z -4.982 1 3 MP2A Mx .001 1 4 MP2A X -2.876 6 5 MP2A Z -4.982 66MP2AMx.001 6 7 MP3A X -2.876 1 8 MP3A Z -4.982 1 9 MP3A Mx .001 1 10 MP3A X -2.876 611MP3AZ-4.982 6 12 MP3A Mx .001 6 13 MP4A X -.389 5.5 14 MP4A Z -.674 5.5 15 MP4A Mx .000194 5.516MP4AX-1.478 2 17 MP4A Z -2.559 2 18 MP4A Mx .000739 2 19 MP4A X -1.478 4 20 MP4A Z -2.559 421MP4AMx.000739 4 22 MP2A X -1.189 2 23 MP2A Z -2.059 2 24 MP2A Mx -.000594 2 25 MP3A X -1.232 226MP3AZ-2.135 2 27 MP3A Mx -.000616 2 28 OVP X -2.971 1 29 OVP Z -5.146 1 30 OVP Mx .001 131MP1AX-2.244 1 32 MP1A Z -3.886 1 33 MP1A Mx .001 1 34 MP1A X -2.244 6 RISA-3D Version 17.0.4 Page 31 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Point Loads (BLC 38 : Antenna Wm (330 Deg)) (Continued) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 35 MP1A Z -3.886 6 36 MP1A Mx .001 6 Member Point Loads (BLC 77 : Lm1) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 M13 Y -500 0 Member Point Loads (BLC 78 : Lm2) Member Label Direction Magnitude[lb,k-ft] Location[ft,%] 1 M16 Y -500 0 Member Point Loads (BLC 79 : Lv1) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 M2 Y -250 %50 Member Point Loads (BLC 80 : Lv2) Member Label Direction Magnitude[lb,k-ft] Location[ft,%]1 M2 Y -250 0 Member Distributed Loads (BLC 40 : Structure Di) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%]1 M1 Y -.000444 -.000444 0 %100 2 M2 Y -.000301 -.000301 0 %100 3 M5 Y -.000301 -.000301 0 %100 4 M6 Y -.000444 -.000444 0 %100 5 M7 Y -.000301 -.000301 0 %1006M8Y-.000444 -.000444 0 %100 7 MP1A Y -.000301 -.000301 0 %100 8 MP2A Y -.000301 -.000301 0 %100 9 MP3A Y -.000301 -.000301 0 %100 10 MP4A Y -.000301 -.000301 0 %10011OVPY-.000301 -.000301 0 %100 Member Distributed Loads (BLC 41 : Structure Wo (0 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X 0 0 0 %1002M1Z-5.46 -5.46 0 %100 3 M2 X 0 0 0 %100 4 M2 Z -3.705 -3.705 0 %100 5 M5 X 0 0 0 %100 6 M5 Z -2.51 -2.51 0 %1007M6X000%100 8 M6 Z -3.366 -3.366 0 %100 9 M7 X 0 0 0 %100 10 M7 Z 0 0 0 %100 11 M8 X 0 0 0 %10012M8Z000%100 13 MP1A X 0 0 0 %100 14 MP1A Z -3.705 -3.705 0 %100 15 MP2A X 0 0 0 %100 16 MP2A Z -3.705 -3.705 0 %10017MP3AX000%100 18 MP3A Z -3.705 -3.705 0 %100 RISA-3D Version 17.0.4 Page 32 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Distributed Loads (BLC 41 : Structure Wo (0 Deg)) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 19 MP4A X 0 0 0 %100 20 MP4A Z -3.705 -3.705 0 %10021OVPX000%100 22 OVP Z -3.03 -3.03 0 %100 Member Distributed Loads (BLC 42 : Structure Wo (30 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%]1 M1 X 2.048 2.048 0 %100 2 M1 Z -3.546 -3.546 0 %100 3 M2 X 1.389 1.389 0 %100 4 M2 Z -2.406 -2.406 0 %100 5 M5 X 1.255 1.255 0 %1006M5Z-2.173 -2.173 0 %100 7 M6 X 1.683 1.683 0 %100 8 M6 Z -2.915 -2.915 0 %100 9 M7 X .301 .301 0 %100 10 M7 Z -.521 -.521 0 %10011M8X.446 .446 0 %100 12 M8 Z -.772 -.772 0 %100 13 MP1A X 1.853 1.853 0 %100 14 MP1A Z -3.209 -3.209 0 %100 15 MP2A X 1.853 1.853 0 %10016MP2AZ-3.209 -3.209 0 %100 17 MP3A X 1.853 1.853 0 %100 18 MP3A Z -3.209 -3.209 0 %100 19 MP4A X 1.853 1.853 0 %100 20 MP4A Z -3.209 -3.209 0 %10021OVPX1.515 1.515 0 %100 22 OVP Z -2.624 -2.624 0 %100 Member Distributed Loads (BLC 43 : Structure Wo (60 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%]1 M1 X 1.182 1.182 0 %100 2 M1 Z -.683 -.683 0 %100 3 M2 X .802 .802 0 %100 4 M2 Z -.463 -.463 0 %100 5 M5 X 2.173 2.173 0 %1006M5Z-1.255 -1.255 0 %100 7 M6 X 2.915 2.915 0 %100 8 M6 Z -1.683 -1.683 0 %100 9 M7 X 1.564 1.564 0 %100 10 M7 Z -.903 -.903 0 %10011M8X2.317 2.317 0 %100 12 M8 Z -1.338 -1.338 0 %100 13 MP1A X 3.209 3.209 0 %100 14 MP1A Z -1.853 -1.853 0 %100 15 MP2A X 3.209 3.209 0 %10016MP2AZ-1.853 -1.853 0 %100 17 MP3A X 3.209 3.209 0 %100 18 MP3A Z -1.853 -1.853 0 %100 19 MP4A X 3.209 3.209 0 %100 20 MP4A Z -1.853 -1.853 0 %10021OVPX2.624 2.624 0 %100 22 OVP Z -1.515 -1.515 0 %100 RISA-3D Version 17.0.4 Page 33 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Distributed Loads (BLC 44 : Structure Wo (90 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X 0 0 0 %100 2 M1 Z 0 0 0 %1003M2X000%100 4 M2 Z 0 0 0 %100 5 M5 X 2.51 2.51 0 %100 6 M5 Z 0 0 0 %100 7 M6 X 3.366 3.366 0 %1008M6Z000%100 9 M7 X 2.409 2.409 0 %100 10 M7 Z 0 0 0 %100 11 M8 X 3.568 3.568 0 %100 12 M8 Z 0 0 0 %10013MP1AX3.705 3.705 0 %100 14 MP1A Z 0 0 0 %100 15 MP2A X 3.705 3.705 0 %100 16 MP2A Z 0 0 0 %100 17 MP3A X 3.705 3.705 0 %10018MP3AZ000%100 19 MP4A X 3.705 3.705 0 %100 20 MP4A Z 0 0 0 %100 21 OVP X 3.03 3.03 0 %100 22 OVP Z 0 0 0 %100 Member Distributed Loads (BLC 45 : Structure Wo (120 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X 1.182 1.182 0 %100 2 M1 Z .683 .683 0 %1003M2X.802 .802 0 %100 4 M2 Z .463 .463 0 %100 5 M5 X 2.173 2.173 0 %100 6 M5 Z 1.255 1.255 0 %100 7 M6 X 2.915 2.915 0 %1008M6Z1.683 1.683 0 %100 9 M7 X 1.564 1.564 0 %100 10 M7 Z .903 .903 0 %100 11 M8 X 2.317 2.317 0 %100 12 M8 Z 1.338 1.338 0 %10013MP1AX3.209 3.209 0 %100 14 MP1A Z 1.853 1.853 0 %100 15 MP2A X 3.209 3.209 0 %100 16 MP2A Z 1.853 1.853 0 %100 17 MP3A X 3.209 3.209 0 %10018MP3AZ1.853 1.853 0 %100 19 MP4A X 3.209 3.209 0 %100 20 MP4A Z 1.853 1.853 0 %100 21 OVP X 2.624 2.624 0 %100 22 OVP Z 1.515 1.515 0 %100 Member Distributed Loads (BLC 46 : Structure Wo (150 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X 2.048 2.048 0 %100 2 M1 Z 3.546 3.546 0 %1003M2X1.389 1.389 0 %100 4 M2 Z 2.406 2.406 0 %100 5 M5 X 1.255 1.255 0 %100 6 M5 Z 2.173 2.173 0 %100 RISA-3D Version 17.0.4 Page 34 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Distributed Loads (BLC 46 : Structure Wo (150 Deg)) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... 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Start Location[ft,%] End Location[ft,%] 13 MP1A X .185 .185 0 %100 14 MP1A Z -.32 -.32 0 %10015MP2AX.185 .185 0 %100 16 MP2A Z -.32 -.32 0 %100 17 MP3A X .185 .185 0 %100 18 MP3A Z -.32 -.32 0 %100 19 MP4A X .185 .185 0 %10020MP4AZ-.32 -.32 0 %100 21 OVP X .151 .151 0 %100 22 OVP Z -.262 -.262 0 %100 Member Distributed Loads (BLC 67 : Structure Wm (60 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%]1 M1 X .118 .118 0 %100 2 M1 Z -.068 -.068 0 %100 3 M2 X .08 .08 0 %100 4 M2 Z -.046 -.046 0 %1005M5X.217 .217 0 %100 6 M5 Z -.125 -.125 0 %100 7 M6 X .291 .291 0 %100 8 M6 Z -.168 -.168 0 %100 9 M7 X .156 .156 0 %10010M7Z-.09 -.09 0 %100 11 M8 X .231 .231 0 %100 12 M8 Z -.133 -.133 0 %100 13 MP1A X .32 .32 0 %100 14 MP1A Z -.185 -.185 0 %10015MP2AX.32 .32 0 %100 16 MP2A Z -.185 -.185 0 %100 17 MP3A X .32 .32 0 %100 18 MP3A Z -.185 -.185 0 %100 19 MP4A X .32 .32 0 %10020MP4AZ-.185 -.185 0 %100 21 OVP X .262 .262 0 %100 22 OVP Z -.151 -.151 0 %100 Member Distributed Loads (BLC 68 : Structure Wm (90 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%]1 M1 X 0 0 0 %100 2 M1 Z 0 0 0 %100 3 M2 X 0 0 0 %100 4 M2 Z 0 0 0 %1005M5X.25 .25 0 %100 6 M5 Z 0 0 0 %100 7 M6 X .336 .336 0 %100 8 M6 Z 0 0 0 %100 9 M7 X .24 .24 0 %10010M7Z000%100 11 M8 X .356 .356 0 %100 12 M8 Z 0 0 0 %100 13 MP1A X .369 .369 0 %100 14 MP1A Z 0 0 0 %10015MP2AX.369 .369 0 %100 16 MP2A Z 0 0 0 %100 17 MP3A X .369 .369 0 %100 18 MP3A Z 0 0 0 %100 RISA-3D Version 17.0.4 Page 44 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Distributed Loads (BLC 68 : Structure Wm (90 Deg)) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 19 MP4A X .369 .369 0 %100 20 MP4A Z 0 0 0 %10021OVPX.302 .302 0 %100 22 OVP Z 0 0 0 %100 Member Distributed Loads (BLC 69 : Structure Wm (120 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%]1 M1 X .118 .118 0 %100 2 M1 Z .068 .068 0 %100 3 M2 X .08 .08 0 %100 4 M2 Z .046 .046 0 %100 5 M5 X .217 .217 0 %1006M5Z.125 .125 0 %100 7 M6 X .291 .291 0 %100 8 M6 Z .168 .168 0 %100 9 M7 X .156 .156 0 %100 10 M7 Z .09 .09 0 %10011M8X.231 .231 0 %100 12 M8 Z .133 .133 0 %100 13 MP1A X .32 .32 0 %100 14 MP1A Z .185 .185 0 %100 15 MP2A X .32 .32 0 %10016MP2AZ.185 .185 0 %100 17 MP3A X .32 .32 0 %100 18 MP3A Z .185 .185 0 %100 19 MP4A X .32 .32 0 %100 20 MP4A Z .185 .185 0 %10021OVPX.262 .262 0 %100 22 OVP Z .151 .151 0 %100 Member Distributed Loads (BLC 70 : Structure Wm (150 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%]1 M1 X .204 .204 0 %100 2 M1 Z .354 .354 0 %100 3 M2 X .139 .139 0 %100 4 M2 Z .24 .24 0 %100 5 M5 X .125 .125 0 %1006M5Z.217 .217 0 %100 7 M6 X .168 .168 0 %100 8 M6 Z .291 .291 0 %100 9 M7 X .03 .03 0 %100 10 M7 Z .052 .052 0 %10011M8X.044 .044 0 %100 12 M8 Z .077 .077 0 %100 13 MP1A X .185 .185 0 %100 14 MP1A Z .32 .32 0 %100 15 MP2A X .185 .185 0 %10016MP2AZ.32 .32 0 %100 17 MP3A X .185 .185 0 %100 18 MP3A Z .32 .32 0 %100 19 MP4A X .185 .185 0 %100 20 MP4A Z .32 .32 0 %10021OVPX.151 .151 0 %100 22 OVP Z .262 .262 0 %100 RISA-3D Version 17.0.4 Page 45 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Distributed Loads (BLC 71 : Structure Wm (180 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X 0 0 0 %100 2 M1 Z .544 .544 0 %1003M2X000%100 4 M2 Z .369 .369 0 %100 5 M5 X 0 0 0 %100 6 M5 Z .25 .25 0 %100 7 M6 X 0 0 0 %1008M6Z.336 .336 0 %100 9 M7 X 0 0 0 %100 10 M7 Z 0 0 0 %100 11 M8 X 0 0 0 %100 12 M8 Z 0 0 0 %10013MP1AX000%100 14 MP1A Z .369 .369 0 %100 15 MP2A X 0 0 0 %100 16 MP2A Z .369 .369 0 %100 17 MP3A X 0 0 0 %10018MP3AZ.369 .369 0 %100 19 MP4A X 0 0 0 %100 20 MP4A Z .369 .369 0 %100 21 OVP X 0 0 0 %100 22 OVP Z .302 .302 0 %100 Member Distributed Loads (BLC 72 : Structure Wm (210 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X -.204 -.204 0 %100 2 M1 Z .354 .354 0 %1003M2X-.139 -.139 0 %100 4 M2 Z .24 .24 0 %100 5 M5 X -.125 -.125 0 %100 6 M5 Z .217 .217 0 %100 7 M6 X -.168 -.168 0 %1008M6Z.291 .291 0 %100 9 M7 X -.03 -.03 0 %100 10 M7 Z .052 .052 0 %100 11 M8 X -.044 -.044 0 %100 12 M8 Z .077 .077 0 %10013MP1AX-.185 -.185 0 %100 14 MP1A Z .32 .32 0 %100 15 MP2A X -.185 -.185 0 %100 16 MP2A Z .32 .32 0 %100 17 MP3A X -.185 -.185 0 %10018MP3AZ.32 .32 0 %100 19 MP4A X -.185 -.185 0 %100 20 MP4A Z .32 .32 0 %100 21 OVP X -.151 -.151 0 %100 22 OVP Z .262 .262 0 %100 Member Distributed Loads (BLC 73 : Structure Wm (240 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X -.118 -.118 0 %100 2 M1 Z .068 .068 0 %1003M2X-.08 -.08 0 %100 4 M2 Z .046 .046 0 %100 5 M5 X -.217 -.217 0 %100 6 M5 Z .125 .125 0 %100 RISA-3D Version 17.0.4 Page 46 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Distributed Loads (BLC 73 : Structure Wm (240 Deg)) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 7 M6 X -.291 -.291 0 %100 8 M6 Z .168 .168 0 %1009M7X-.156 -.156 0 %100 10 M7 Z .09 .09 0 %100 11 M8 X -.231 -.231 0 %100 12 M8 Z .133 .133 0 %100 13 MP1A X -.32 -.32 0 %10014MP1AZ.185 .185 0 %100 15 MP2A X -.32 -.32 0 %100 16 MP2A Z .185 .185 0 %100 17 MP3A X -.32 -.32 0 %100 18 MP3A Z .185 .185 0 %10019MP4AX-.32 -.32 0 %100 20 MP4A Z .185 .185 0 %100 21 OVP X -.262 -.262 0 %100 22 OVP Z .151 .151 0 %100 Member Distributed Loads (BLC 74 : Structure Wm (270 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X 0 0 0 %100 2 M1 Z 0 0 0 %100 3 M2 X 0 0 0 %1004M2Z000%100 5 M5 X -.25 -.25 0 %100 6 M5 Z 0 0 0 %100 7 M6 X -.336 -.336 0 %100 8 M6 Z 0 0 0 %1009M7X-.24 -.24 0 %100 10 M7 Z 0 0 0 %100 11 M8 X -.356 -.356 0 %100 12 M8 Z 0 0 0 %100 13 MP1A X -.369 -.369 0 %10014MP1AZ000%100 15 MP2A X -.369 -.369 0 %100 16 MP2A Z 0 0 0 %100 17 MP3A X -.369 -.369 0 %100 18 MP3A Z 0 0 0 %10019MP4AX-.369 -.369 0 %100 20 MP4A Z 0 0 0 %100 21 OVP X -.302 -.302 0 %100 22 OVP Z 0 0 0 %100 Member Distributed Loads (BLC 75 : Structure Wm (300 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X -.118 -.118 0 %100 2 M1 Z -.068 -.068 0 %100 3 M2 X -.08 -.08 0 %1004M2Z-.046 -.046 0 %100 5 M5 X -.217 -.217 0 %100 6 M5 Z -.125 -.125 0 %100 7 M6 X -.291 -.291 0 %100 8 M6 Z -.168 -.168 0 %1009M7X-.156 -.156 0 %100 10 M7 Z -.09 -.09 0 %100 11 M8 X -.231 -.231 0 %100 12 M8 Z -.133 -.133 0 %100 RISA-3D Version 17.0.4 Page 47 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Member Distributed Loads (BLC 75 : Structure Wm (300 Deg)) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%] 13 MP1A X -.32 -.32 0 %100 14 MP1A Z -.185 -.185 0 %10015MP2AX-.32 -.32 0 %100 16 MP2A Z -.185 -.185 0 %100 17 MP3A X -.32 -.32 0 %100 18 MP3A Z -.185 -.185 0 %100 19 MP4A X -.32 -.32 0 %10020MP4AZ-.185 -.185 0 %100 21 OVP X -.262 -.262 0 %100 22 OVP Z -.151 -.151 0 %100 Member Distributed Loads (BLC 76 : Structure Wm (330 Deg)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%]1 M1 X -.204 -.204 0 %100 2 M1 Z -.354 -.354 0 %100 3 M2 X -.139 -.139 0 %100 4 M2 Z -.24 -.24 0 %1005M5X-.125 -.125 0 %100 6 M5 Z -.217 -.217 0 %100 7 M6 X -.168 -.168 0 %100 8 M6 Z -.291 -.291 0 %100 9 M7 X -.03 -.03 0 %10010M7Z-.052 -.052 0 %100 11 M8 X -.044 -.044 0 %100 12 M8 Z -.077 -.077 0 %100 13 MP1A X -.185 -.185 0 %100 14 MP1A Z -.32 -.32 0 %10015MP2AX-.185 -.185 0 %100 16 MP2A Z -.32 -.32 0 %100 17 MP3A X -.185 -.185 0 %100 18 MP3A Z -.32 -.32 0 %100 19 MP4A X -.185 -.185 0 %10020MP4AZ-.32 -.32 0 %100 21 OVP X -.151 -.151 0 %100 22 OVP Z -.262 -.262 0 %100 Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf]No Data to Print ... Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N16 max 602.768 10 1495.17 31 321.988 1 -.556 1 .844 10 .297 31 2 min -428.045 57 372.922 58 -982.64 59 -1.388 43 -.715 57 -.624 50 3 N15 max 139.677 25 114.92 50 683.182 25 -.115 1 .148 35 .032 264min-583.486 50 -9.139 58 -139.737 59 -.306 43 -.754 50 -.314 50 5 Totals:max 490.49 63 1546.744 46 755.564 1 6 min -938.064 57 363.783 58 -1122.378 59 RISA-3D Version 17.0.4 Page 48 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Company : Maser Consulting Sept 14, 2021 10:17 AMDesigner : Job Number : Checked By:_____Model Name : Mount Analysis Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Che... Loc[ft] LC Shear...Loc[ft] Dir LC phi*Pn... phi*Pnt...phi*Mn...phi*Mn...Cb Eqn 1 M1 HSS3.500....182 4 58 .085 4 58 40778....57330 5.066 5.066 1...H1-1b 2 M2 HSS3.500....096 4 50 .048 4 50 52988....75285 6.536 6.536 1...H1-1b 3 M5 HSS4.500....000 .75 58 .000 0 58 73816....74340 8.557 8.557 1...H1-1b 4 M6 PIPE_3.0 .000 .625 58 .000 .625 58 64661....65205 5.749 5.749 1...H1-1b 5 M7 HSS4.500....171 0 44 .135 0 50 73999....74340 8.557 8.557 1...H1-1b 6 M8 PIPE_3.0 .142 0 50 .092 0 50 64042....65205 5.749 5.749 1...H1-1b 7 MP1A PIPE_2.0 .093 3.5 57 .033 3.583 58 14916....32130 1.872 1.872 1...H1-1b 8 MP2A PIPE_2.0 .231 3.5 58 .057 3.583 58 14916....32130 1.872 1.872 1...H1-1b 9 MP3A PIPE_2.0 .265 3.5 58 .054 3.583 43 14916....32130 1.872 1.872 2...H1-1b 10 MP4A PIPE_2.0 .184 5.083 50 .047 3.583 50 14916....32130 1.872 1.872 3...H1-1b 11 OVP PIPE_2.0 .132 2.5 31 .059 .938 50 28843....32130 1.872 1.872 2...H1-1b RISA-3D Version 17.0.4 Page 49 [\...\...\...\...\...\...\...\...\...\...\...\Rev 0\RISA\250113-VZW_MT_LOT_A_H.r3d] Client:Verizon Wireless Date:9/14/2021 Site Name:FAIRGREEN Project No.219252676A Title:Mount Analysis Page:1 Version 3.1 l.Top Mount-to-Tower Connection Check RISA Model Data Nodes (labeled per RISA) Orientation (per graphic of typical platform) N16 90 Tower Connection Bolt Checks Any moment resistance?:yes Bolt Quantity per Reaction:4 dx (in) (Delta X of typ. bolt config. sketch):7 dy (in) (Delta Y of typ. bolt config. sketch):7 Bolt Type:A325N Bolt Diameter (in):0.625 Required Tensile Strength (kips):5.0 Required Shear Strength (kips):2.7 Tensile Strength / bolt (kips):20.7 Shear Strength / bolt (kips):12.4 Tensile Capacity Overall:6.0%* Shear Capacity Overall:5.4% *Note: Tension reduction not required if tension or shear capacity < 30% Tower Connection Plate and Weld Check Unique Weld Check Connecting Standoff Member Shape:Round Weld Pattern:WshapePlate Width (in):10 Plate Height (in):10 L1 (in): W1 (in):4.5 L2 (in): W2 (in):4.5 Fy (ksi, plate):36 tPlate (in):0.625 Weld Size (1/16 in):3 Max Plate Bending Strengths Phi*Rn (kip/in):4.18 Muxx (kip-in):2.2 Required Weld Strength (kip/in):0.97 Phi*Mnxx (kip-in):31.6 Plate Bending Capacity:12.9%Muyy (kip-in):1.9 Weld Capacity:23.2%Phi*Mnyy (kip-in):31.6 Client:Verizon Wireless Date:9/14/2021 Site Name:FAIRGREEN Project No.219252676A Title:Mount Analysis Page:1 Version 3.1 l.Bottom Mount-to-Tower Connection Check RISA Model Data Nodes (labeled per RISA) Orientation (per graphic of typical platform) N15 90 Tower Connection Bolt Checks Any moment resistance?:yes Bolt Quantity per Reaction: dx (in) (Delta X of typ. bolt config. sketch): dy (in) (Delta Y of typ. bolt config. sketch): Bolt Type: Bolt Diameter (in): Required Tensile Strength (kips):#DIV/0! Required Shear Strength (kips):#DIV/0! Tensile Strength / bolt (kips):#DIV/0! Shear Strength / bolt (kips):Select Bolt Type Tensile Capacity Overall:#DIV/0! Shear Capacity Overall:#DIV/0! *Note: Tension reduction not required if tension or shear capacity < 30% Tower Connection Plate and Weld Check Unique Weld Check Connecting Standoff Member Shape:Round Weld Pattern:WshapePlate Width (in):- Plate Height (in):-L1 (in): W1 (in):3.5 L2 (in): W2 (in):3.5 Fy (ksi, plate):- tPlate (in):- Weld Size (1/16 in):6 Max Plate Bending Strengths Phi*Rn (kip/in):8.35 Muxx (kip-in):#N/A Required Weld Strength (kip/in):1.08 Phi*Mnxx (kip-in):#VALUE! Plate Bending Capacity:-Muyy (kip-in):#N/A Weld Capacity:12.9%Phi*Mnyy (kip-in):#VALUE! Mount Structural Analysis Report (3) 8.00-Ft T-Frame September 14, 2021 Site ID: 250113-VZW / FAIRGREEN Page | 1 Mount Desktop – Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor – Passing Mount Analysis Passing Mount Analysis requires a PMI due to a modification in loading. Electronic pdf version of this can be downloaded at https://pmi.vzwsmart.com. For additional questions and support, please reach out to pmisupport@colliersengineering.com __________________________________________________________________________________________________________________________________________________________________________________________________________ Purpose – to provide SMART Tool structural vendor the proper documentation in order to complete the required Mount Desktop review of the Post Modification Inspection Report. Contractor is responsible for making certain the photos provided as noted below provide confirmation that the installation was completed in accordance with this Passing Mount Analysis. Contractor shall relay any data that can impact the performance of the mount, this includes safety issues. Base Requirements: If installation will cause damage to the structure, the climbing facility, or safety climb if present or any installed system, SMART Tool vendor to be notified prior to install. Any special photos outside of the standard requirements will be indicated on the drawings. Provide “as built mount drawings” showing contractor’s name, contact information, preparer’s signature, and date. Any deviations from the drawings (Proposed modification) shall be shown. NOTE: If loading is different than what is conveyed in the passing mount analysis (MA) contact the SMART Tool vendor immediately. Each photo should be time and date stamped Photos should be high resolution. Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. If there is conflict, contact the SMART Tool engineer for recommendations. The PMI can be accessed at the following portal: https://pmi.vzwsmart.com Photo Requirements: Photos taken at ground level o Photo of Gate Signs showing the tower owner, site name, and number. o Overall tower structure after installation. o Photos of the mount after installation; if the mounts are at different rad elevations, pictures must be provided for all elevations that equipment was installed. Photos taken at Mount Elevation o Photos showing the safety climb wire rope above and below the mount prior to installation. o Photos showing the climbing facility and safety climb if present. Mount Structural Analysis Report (3) 8.00-Ft T-Frame September 14, 2021 Site ID: 250113-VZW / FAIRGREEN Page | 2 o Photos showing each individual sector after installation. Each entire sector shall be in one photo to show the interconnection of members. These photos shall also certify that the placement and geometry of the equipment on the mount is as depicted in the antenna placement diagram in this form. o Photos that show the model number of each antenna and piece of equipment installed per sector. Antenna & equipment placement and Geometry Confirmation: The contractor shall certify that the antenna & equipment placement and geometry is in accordance with the sketch and table as included in the mount analysis and noted below. Special Instructions / Validation as required from the MA or any other information the contractor deems necessary to share that was identified: Issue: If present, contractor shall inspect climbing facilities and ensure that the safety climb is in good condition. Contractor shall install safety climb wire rope guide (Part #: Site Pro 1 - 120-203/317 or EOR approved equal) in locations where the wire rope is rubbing against mount to tower attachments. Contractor shall provide photos of safety climb wire rope guide installation. Contractor to remove OVP Pipe and relocate OVP on Alpha sector face horizontal. Contractor to install (1) 36” long P2 STD mount pipe per sector. Attach proposed mount pipe to each standoff arm with crossover plates (VZWSMART-MSK5). Contractor shall attach proposed/relocated OVP 12” from top of mount pipe. Response: Contractor certifies that the climbing facility / safety climb was not damaged during installation: ☐ Yes ☐ No Comments: ☐ All hardware has been properly installed, and the existing hardware was inspected. ☐ The material utilized was as specified on the SMART Tool engineering vendor Mount Modification Drawings and included in the material certification folder is a packing list or invoice for these materials. Or: Mount Structural Analysis Report (3) 8.00-Ft T-Frame September 14, 2021 Site ID: 250113-VZW / FAIRGREEN Page | 3 ☐ The material utilized was approved by a SMART Tool as an “equivalent” and this approval is included as part of the contractor submission. Antenna & equipment placement and Geometry Confirmation: ☐ The contractor certifies that the photos support and the equipment on the mount is as depicted on the sketch and table included in this form and with the mount analysis provided. OR ☐ The contractor notes that the equipment on the mount is not in accordance with the sketch and has noted the differences below and provided photo documentation of any alterations. Special Instruction Confirmation: ☐ The contractor has read and acknowledges the above special instructions. Certifying Individual: Company: Employee Name: Contact Phone: Email: Date: Structure: 250113-VZW - FAIRGREEN Sector: Structure Type: Mount Elev: A Monopole 10101825 49.00 9/14/2021 Page: 1 Plan View Front View Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 1234 A7A1 R4 A1 R5 A2 A3 To Structure Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref#Model (in)(in)Frm L.#Pos V Pos Frm T.H Off Status Validation A7 840 21210-04 54 14.6 92 1 a Front 42 0 Retained 09/01/2021 A1 NHH-65B-R2B 72 11.9 62.5 2 a Front 42 0 Added R4 4449 15 13.2 62.5 2 a Behind 24 0 Added A1 NHH-65B-R2B 72 11.9 31.5 3 a Front 42 0 Added R5 8843 15 13.2 31.5 3 a Behind 24 0 Added A2 KRE105281/1 8.4 7.9 4.5 4 a Front 66 0 Added A3 AIR 6449 30.8 16.1 4.5 4 a Front 36 0 Added Structure: 250113-VZW - FAIRGREEN Sector: Structure Type: Mount Elev: B Monopole 10101825 49.00 9/14/2021 Page: 2 Plan View Front View Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 34 12 A1 R5 A2 A3 A8A1 R4 To Structure Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref#Model (in)(in)Frm L.#Pos V Pos Frm T.H Off Status Validation A1 NHH-65B-R2B 72 11.9 31.5 3 a Front 42 0 Added R5 8843 15 13.2 31.5 3 a Behind 24 0 Added A2 KRE105281/1 8.4 7.9 4.5 4 a Front 66 0 Added A3 AIR 6449 30.8 16.1 4.5 4 a Front 36 0 Added A8 840 21210-06 54 14.6 92 1 a Front 42 0 Retained 09/01/2021 A1 NHH-65B-R2B 72 11.9 62.5 2 a Front 42 0 Added R4 4449 15 13.2 62.5 2 a Behind 24 0 Added Structure: 250113-VZW - FAIRGREEN Sector: Structure Type: Mount Elev: C Monopole 10101825 49.00 9/14/2021 Page: 3 Plan View Front View Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 1234 A7A1 R4 A1 R5 A2 A3 To Structure Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref#Model (in)(in)Frm L.#Pos V Pos Frm T.H Off Status Validation A7 840 21210-04 54 14.6 92 1 a Front 42 0 Retained 09/01/2021 A1 NHH-65B-R2B 72 11.9 62.5 2 a Front 42 0 Added R4 4449 15 13.2 62.5 2 a Behind 24 0 Added A1 NHH-65B-R2B 72 11.9 31.5 3 a Front 42 0 Added R5 8843 15 13.2 31.5 3 a Behind 24 0 Added A2 KRE105281/1 8.4 7.9 4.5 4 a Front 66 0 Added A3 AIR 6449 30.8 16.1 4.5 4 a Front 36 0 Added