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HomeMy WebLinkAboutB16-1898 000-000-000GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. DIAL TOLL FREE 811 QO AT LEAST TWO WORKING DAYS BEFORE YOU DIG USA NORTH UNDERGROUND SERVICE ALERT SERVING CALIFORNIA AND NEVADA SITE INFORMATION LANDLORD: ADDRESS: PHONE: GROUND OWNER: ADDRESS: APPLICANT: ADDRESS: APPLICANT REPRESENTATIVE: ADDRESS: LATITUDE (NAD 83): LONGITUDE (NAD 83): APN #: ZONING JURISDICTION: OCCUPANCY: AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY WOBURN, MA 01801 (781) 926-4500 OROVILLE CEMETERY DISTRICT 5646 LINCOLN BLVD. OROVILLE, CA 95965 VERIZON WIRELESS 2785 MITCHELL DR. WALNUT CREEK, CA 94598 VERIZON WIRELESS 2785 MITCHELL DR. WALNUT CREEK, CA 94598 CONTACT: DUSTIN EVANS PHONE: (916) 284-7537 39' 28' 41.75° N 121' 32' 59.03' W 078-170-046 BUTTE COUNTY U - UNMANNED TELECOMMUNICATIONS FACILITY iu coum AUG 2 S 2016 MVIROPMENT Navicu Al b-Igq j� PROJECT TEAM PROJECT MANAGER: VERIZON WIRELESS 2785 MITCHELL DR. WALNUT CREEK, CA 94598 CONTACT: SHERRI STEWART PHONE: ENGINEERING: NATIONAL ENGINEERING & CONSULTING, INC. 27 ORCHARD LAKE FOREST, CA 92630 PHONE: (949) 716-9990 FAX: (949) 716-9997 VICINITY MAP NO SCALE OOVIL gum="" gnomon" *1!9 '• : 1 1 �1112, IR'OJff �: 01410715 '- dormllw i► DRIVING DIRECTIONS DIRECTIONS FROM SACRAMENTO INTERNATIONAL AIRPORT: 1. GET ON 1-5 S FROM AVIATION DR AND AIRPORT BLVD. 2. HEAD NORTH ON AIRPORT BLVD. 3. SLIGHT RIGHT ONTO AIRPORT BLVD. E 4. SLIGHT RIGHT ONTO AVIATION DR. 5. CONTINUE ONTO CROSSFIELD DR. 6. TURN LEFT TO MERGE ONTO AIRPORT BLVD. 7. MERGE ONTO 1-5 S VIA THE RAMP TO SACRAMENTO 8. FOLLOW CA -99 N AND CA -70 N TO STATE HWY 70 E/9TH ST IN MARYSVILLE 9. MERGE ONTO 1-5 S 10. TAKE EXIT 5258 TO MERGE ONTO CA -99 N TOWARD YUBA CITY/MARYSVILLE 11. KEEP RIGHT TO CONTINUE ON CA -70 N, FOLLOW SIGNS FOR CALIFORNIA 70/MARYSVI LLE/OROVILLE 12. TAKE CA -70 N TO LINCOLN BLVD IN SOUTH OROVILLE 13. TURN RIGHT ONTO STATE HWY 70 E/9TH ST (SIGNS FOR OROVILLE) 14. USE ANY LANE TO TURN LEFT ONTO CA -70 N/B ST. 15. CONTINUE TO FOLLOW CA -70 N 16. TURN RIGHT ONTO OPHIR RD. 17. TURN LEFT ONTO LINCOLN BLVD. DESTINATION WILL BE ON THE LEFT 5646 LINCOLN BLVD OROVILLE, CA 95966 I CONSTRUCTION DRAWING IF USING 11"X17" PLOT, DRAWINGS WILL BE HALF SCALE /APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SU13JECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MO[)IFICATIONS. VERIZON WIRELESS RF ENGINEER: VERIZON WIRELESS OPERATIONS:. SITE ACQUISITION MANAGER: PROJECT MANAGER: ZONING VENDOR: LEASING VENDOR: CONSTRUCTION MANAGER: A/E MANAGER: PROPERTY OWNER: PROJECT DESCRIPTION VERIZON WIRELESS PROPOSES THE (MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: • REMOVE (6) EXISTING VERIZON WIRELESS PANEL ANTENNAS. • REMOVE (3) EXISTING VERIZON WIRELESS RRUS. • REMOVE EXISTING VERIZON WIREL—ESS RET HOME RUN CABLE • INSTALL (6) PROPOSED VERIZON WIRELESS PANEL ANTENNAS. • INSTALL (6) PROPOSED VERIZON WIRELESS RRUS. DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET A-1 SITE PLAN, EXISTING Sc PROPOSED ANTENNA LAYOUT PLANS A-2 EXISTING & PROPOSED TOWER ELEVATIONS A-3 ARCHITECTURAL DETAILS A-4 ARCHITECTURAL DETAILS DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 2785 MITCHELL DR. WALNUT CREEK, CA 94598 PHtPAHtU LSY: NATIONAL ENGINEERING & CONSULTING, INC 27 CARO TARO, LAKE FORE=ST, CA 92630 PHONE: (949) 716-9990 1 FA>G: (949) 716-9997 CLIENTS '1 H—RICA —1 tf M 2v 10 PRESIDENTIAL WAY WOBURN, MA 01801 Ivo. 1 DATE: 03/02/16 CODE COMPLIANCE 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA TITLE 24 2013 CALIFORNIA ELECTRIC CODE 2013 CALIFORNIA FIRE CODE ANSI/TIA-222—G OR LATEST EDITION 2013 CALIFORNIA RESIDENTIAL CODE LOCAL CODES AND AMENDMENTS 2013 CALIFORNIA ENERGY CODE JB 2013 CALIFORNIA PLUMBING CODE GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. DIAL TOLL FREE 811 QO AT LEAST TWO WORKING DAYS BEFORE YOU DIG USA NORTH UNDERGROUND SERVICE ALERT SERVING CALIFORNIA AND NEVADA SITE INFORMATION LANDLORD: ADDRESS: PHONE: GROUND OWNER: ADDRESS: APPLICANT: ADDRESS: APPLICANT REPRESENTATIVE: ADDRESS: LATITUDE (NAD 83): LONGITUDE (NAD 83): APN #: ZONING JURISDICTION: OCCUPANCY: AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY WOBURN, MA 01801 (781) 926-4500 OROVILLE CEMETERY DISTRICT 5646 LINCOLN BLVD. OROVILLE, CA 95965 VERIZON WIRELESS 2785 MITCHELL DR. WALNUT CREEK, CA 94598 VERIZON WIRELESS 2785 MITCHELL DR. WALNUT CREEK, CA 94598 CONTACT: DUSTIN EVANS PHONE: (916) 284-7537 39' 28' 41.75° N 121' 32' 59.03' W 078-170-046 BUTTE COUNTY U - UNMANNED TELECOMMUNICATIONS FACILITY iu coum AUG 2 S 2016 MVIROPMENT Navicu Al b-Igq j� PROJECT TEAM PROJECT MANAGER: VERIZON WIRELESS 2785 MITCHELL DR. WALNUT CREEK, CA 94598 CONTACT: SHERRI STEWART PHONE: ENGINEERING: NATIONAL ENGINEERING & CONSULTING, INC. 27 ORCHARD LAKE FOREST, CA 92630 PHONE: (949) 716-9990 FAX: (949) 716-9997 VICINITY MAP NO SCALE OOVIL gum="" gnomon" *1!9 '• : 1 1 �1112, IR'OJff �: 01410715 '- dormllw i► DRIVING DIRECTIONS DIRECTIONS FROM SACRAMENTO INTERNATIONAL AIRPORT: 1. GET ON 1-5 S FROM AVIATION DR AND AIRPORT BLVD. 2. HEAD NORTH ON AIRPORT BLVD. 3. SLIGHT RIGHT ONTO AIRPORT BLVD. E 4. SLIGHT RIGHT ONTO AVIATION DR. 5. CONTINUE ONTO CROSSFIELD DR. 6. TURN LEFT TO MERGE ONTO AIRPORT BLVD. 7. MERGE ONTO 1-5 S VIA THE RAMP TO SACRAMENTO 8. FOLLOW CA -99 N AND CA -70 N TO STATE HWY 70 E/9TH ST IN MARYSVILLE 9. MERGE ONTO 1-5 S 10. TAKE EXIT 5258 TO MERGE ONTO CA -99 N TOWARD YUBA CITY/MARYSVILLE 11. KEEP RIGHT TO CONTINUE ON CA -70 N, FOLLOW SIGNS FOR CALIFORNIA 70/MARYSVI LLE/OROVILLE 12. TAKE CA -70 N TO LINCOLN BLVD IN SOUTH OROVILLE 13. TURN RIGHT ONTO STATE HWY 70 E/9TH ST (SIGNS FOR OROVILLE) 14. USE ANY LANE TO TURN LEFT ONTO CA -70 N/B ST. 15. CONTINUE TO FOLLOW CA -70 N 16. TURN RIGHT ONTO OPHIR RD. 17. TURN LEFT ONTO LINCOLN BLVD. DESTINATION WILL BE ON THE LEFT 5646 LINCOLN BLVD OROVILLE, CA 95966 I CONSTRUCTION DRAWING IF USING 11"X17" PLOT, DRAWINGS WILL BE HALF SCALE /APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SU13JECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MO[)IFICATIONS. VERIZON WIRELESS RF ENGINEER: VERIZON WIRELESS OPERATIONS:. SITE ACQUISITION MANAGER: PROJECT MANAGER: ZONING VENDOR: LEASING VENDOR: CONSTRUCTION MANAGER: A/E MANAGER: PROPERTY OWNER: PROJECT DESCRIPTION VERIZON WIRELESS PROPOSES THE (MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: • REMOVE (6) EXISTING VERIZON WIRELESS PANEL ANTENNAS. • REMOVE (3) EXISTING VERIZON WIRELESS RRUS. • REMOVE EXISTING VERIZON WIREL—ESS RET HOME RUN CABLE • INSTALL (6) PROPOSED VERIZON WIRELESS PANEL ANTENNAS. • INSTALL (6) PROPOSED VERIZON WIRELESS RRUS. DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET A-1 SITE PLAN, EXISTING Sc PROPOSED ANTENNA LAYOUT PLANS A-2 EXISTING & PROPOSED TOWER ELEVATIONS A-3 ARCHITECTURAL DETAILS A-4 ARCHITECTURAL DETAILS DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 2785 MITCHELL DR. WALNUT CREEK, CA 94598 PHtPAHtU LSY: NATIONAL ENGINEERING & CONSULTING, INC 27 CARO TARO, LAKE FORE=ST, CA 92630 PHONE: (949) 716-9990 1 FA>G: (949) 716-9997 CLIENTS '1 H—RICA —1 tf M 2v 10 PRESIDENTIAL WAY WOBURN, MA 01801 Ivo. 1 DATE: 03/02/16 DESCRIPTION: 90% CD'5 BY: JY 2 03/15/16 CLIENT REVISIONS NT 3 05/20/16 CLIENT REVISIONS JB 4 07/01/16 CLIENT REVISIONS JB 5 07/20/16 CLIENT REVISIONS MM 6 08/05/16 100% CD's JB SITE INFORMATION: OROVILLE SITE #: 115369 PROJECT #: 20141071548 -PCS 5646 LINCOLN BLVD. OROVILLE, CA 95996 JI ILG I Ir V IYI�GfI. OTD co _ _..T 1 — �- — - — — -- - — l— -- I — -- if � - - �� 0 1 A-2 x 2 A-2 x x + EXISTING DOUBLE SWING CHAIN LINK ACCESS GATES. VERIZON WIRELESS ANTENNA LOCATION REFER SHEET ANTENNA LAYOUT ON THIS SHEET FOR MORE INFORMATION NOTES: 1. THIS SITE PLAN HAS BEEN CREATED WITHOUT THE BENEFIT OF A SITE SURVEY AND SHOULD BE USED FOR CONCEPTUAL PURPOSES ONLY. EXISTING VERIZON WIRELESS 12' X 24' EQUIPMENT SHELTER ✓'�� II uu M M M II EXISTING VERIZON EXISTING VERIZON WIRELESS II WIRELESS GPS HYBRID/FIBERIBERCABL-E. (1) II ANTENNA. TOTAL. i I EXISTING VERIZON WIRELESS I' EXISTING RFT NOUF RI IN r.A.BLE II EXISTING VERIZON WIRELESS 5' X 10' GENERATOR CONCRETE PAD I I GRAVEL I II EXISTING ICE BRIDGE, II TYP. I I I I I I I I I I II I I II I I II I EXISTING 6'-6" X II 18'-6" CONCRETE PAD I \ EXISTING 10'-0" _ X 13'-O" CONCRETE PADR Il 0_4 x 10 x EXISTING CHAIN LINK FENCE, TYP. x 0 0 0 X x EXISTING UTILITY H -FRAME ZI tint, tii{ i� ai SECTOR 330° AZIMUTH EXISTING 150'-0" HIGH MONOPOLE- x - SECTOR 112" 210° AZIMUTH t � ; EXISTING ANTENNA LAYOUT PLAN EXISTING 150'-0" HIGH /9 : {I I' SECTOR "3" NOTES: 1. EXISTING PANEL ANTENNAS AND MICROWAVE DISHES BY OTHERS NOT SHOWN FOR CLARITY 03/02/16 EXISTING VERIZON WIRELESS I 2 IQ CLIENT REVISIONS NT REMOVED AND REPLACED. x CLIENT REVISIONS x 4 07/01/16 x JB 0 1 A-2 x 2 A-2 x x + EXISTING DOUBLE SWING CHAIN LINK ACCESS GATES. VERIZON WIRELESS ANTENNA LOCATION REFER SHEET ANTENNA LAYOUT ON THIS SHEET FOR MORE INFORMATION NOTES: 1. THIS SITE PLAN HAS BEEN CREATED WITHOUT THE BENEFIT OF A SITE SURVEY AND SHOULD BE USED FOR CONCEPTUAL PURPOSES ONLY. EXISTING VERIZON WIRELESS 12' X 24' EQUIPMENT SHELTER ✓'�� II uu M M M II EXISTING VERIZON EXISTING VERIZON WIRELESS II WIRELESS GPS HYBRID/FIBERIBERCABL-E. (1) II ANTENNA. TOTAL. i I EXISTING VERIZON WIRELESS I' EXISTING RFT NOUF RI IN r.A.BLE II EXISTING VERIZON WIRELESS 5' X 10' GENERATOR CONCRETE PAD I I GRAVEL I II EXISTING ICE BRIDGE, II TYP. I I I I I I I I I I II I I II I I II I EXISTING 6'-6" X II 18'-6" CONCRETE PAD I \ EXISTING 10'-0" _ X 13'-O" CONCRETE PADR Il 0_4 x 10 x EXISTING CHAIN LINK FENCE, TYP. x 0 0 0 X x EXISTING UTILITY H -FRAME ZI tint, tii{ i� ai SECTOR 330° AZIMUTH EXISTING 150'-0" HIGH MONOPOLE- x - SECTOR 112" 210° AZIMUTH t � ; EXISTING ANTENNA LAYOUT PLAN EXISTING 150'-0" HIGH /9 : {I I' SECTOR "3" NOTES: 1. EXISTING PANEL ANTENNAS AND MICROWAVE DISHES BY OTHERS NOT SHOWN FOR CLARITY N SCALE: 2 0 1. 2' 1/2"=1'-0' DOTES: 1. EXISTING PANEL ANTENNAS AND MICROWAVE DISHES BY OTHERS NOT SHOWN FOR CLARITY. 2. RET CONTROL FROM AWS -1 RRU & DAISY CHAIN WITHIN SECTOR. - ------ — - - - PEF3MIT# BUTTE C UN7 LO �MAESERV DATIE CODECOpL/ORIC_E E PROPOSED VERIZON WIRELESS RRUS-12. TYP. OF (1) PER SECTOR; (3) SECTORS, (3) TOTAL. 2 3 A-3 A-3 PROPOSED VERIZON WIRELESS PANEL ANTENNAS MOUNTED TO EXISTING ANTENNA MOUNTING SUPPORT FRAME. TYP. OF (2) PER SECTOR; (3) SECTORS, (6) TOTAL. 1 2 A-3 A-3 EXISTING VERIZON WIRELESS SURGE PROTECTOR TO REMAIN. (1) TOTAL SECTOR 1111 „I AZIMUTH PROPOSED VERIZON WIRELESS RRUS-32 MOUNTED TO ANTENNA PIPE MAST. TYP. OF (1) PER SECTOR; (3) SECTORS, (3) TOTAL. OTO Oi SITE PLAN SCALE: 1 PROPOSED ANTENNA LAYOUT PLAN1. SCALE: 3 2785 MITCHELL DR. WALNUT CREEK, CA 94598 —PLANS PREPARED BY: NATIONAL ENGINEERING &. CONSULTING, INC 27 ORCHARD, LAKE FORCST, CA 92630 PHONE: (949) 716-9990 1 FA* (949) 716-9997 CLIENTS L; }f {i / = ICA TO 10 PRESIDENTIAL WAY WOBURN, MA 01801 rvu.DATE: 1 03/02/16 EXISTING VERIZON WIRELESS i 2 AWS -1 RRUS-11 TO BE CLIENT REVISIONS NT REMOVED AND REPLACED. 05/20/16 CLIENT REVISIONS TYP. OF (1) PER SECTOR; 4 07/01/16 (3) SECTORS, (3) TOTAL. JB 5 07/20/16 CLIENT REVISIONS MM 6 !J EXISTING VERIZON WIRELESS PANEL ANTENNA TO BE REMOVED ¢ JB I v AND REPLACED. TYP. OF (2) LI J PER SECTOR, (3) SECTORS, (6) ' TOTAL. F EXISTING VERIZON WIRELESS SURGE PROTECTOR TO SITE INFORMATION: OROVILLE SITE #: 1153619 PROJECT #� 20141071548 -PCS 5646 LINCOLN BLVD. OROVILLE, CA 95996 REMAIN. (1) TOTAL I SECTOR " 90° I! f AZIMUTH N SCALE: 2 0 1. 2' 1/2"=1'-0' DOTES: 1. EXISTING PANEL ANTENNAS AND MICROWAVE DISHES BY OTHERS NOT SHOWN FOR CLARITY. 2. RET CONTROL FROM AWS -1 RRU & DAISY CHAIN WITHIN SECTOR. - ------ — - - - PEF3MIT# BUTTE C UN7 LO �MAESERV DATIE CODECOpL/ORIC_E E PROPOSED VERIZON WIRELESS RRUS-12. TYP. OF (1) PER SECTOR; (3) SECTORS, (3) TOTAL. 2 3 A-3 A-3 PROPOSED VERIZON WIRELESS PANEL ANTENNAS MOUNTED TO EXISTING ANTENNA MOUNTING SUPPORT FRAME. TYP. OF (2) PER SECTOR; (3) SECTORS, (6) TOTAL. 1 2 A-3 A-3 EXISTING VERIZON WIRELESS SURGE PROTECTOR TO REMAIN. (1) TOTAL SECTOR 1111 „I AZIMUTH PROPOSED VERIZON WIRELESS RRUS-32 MOUNTED TO ANTENNA PIPE MAST. TYP. OF (1) PER SECTOR; (3) SECTORS, (3) TOTAL. OTO Oi SITE PLAN SCALE: 1 PROPOSED ANTENNA LAYOUT PLAN1. SCALE: 3 2785 MITCHELL DR. WALNUT CREEK, CA 94598 —PLANS PREPARED BY: NATIONAL ENGINEERING &. CONSULTING, INC 27 ORCHARD, LAKE FORCST, CA 92630 PHONE: (949) 716-9990 1 FA* (949) 716-9997 CLIENTS L; }f {i / = ICA TO 10 PRESIDENTIAL WAY WOBURN, MA 01801 rvu.DATE: 1 03/02/16 DESCRIPTION: 90% CD's 6T: JY 2 03/15/16 CLIENT REVISIONS NT 3 05/20/16 CLIENT REVISIONS JB 4 07/01/16 CLIENT REVISIONS JB 5 07/20/16 CLIENT REVISIONS MM 6 08/05/16 100% CD's JB SITE INFORMATION: OROVILLE SITE #: 1153619 PROJECT #� 20141071548 -PCS 5646 LINCOLN BLVD. OROVILLE, CA 95996 JGAL: OFESS/n 00 468 R .'O * EX 31/2 �r9 TRuc kU� \Q- lF OF CAV1F0� —SHEET TITLE: SITE PLAN, EXISTING & PROPOSED ANTENNA LAYOUT PLANS — Jf7GG 1 IY V IYIGGII. - -- T '1 —I —__ .L ___. —__.._—_..—L L.—L'LL___ —— PREPARED BY: ENGINEERING & CONSULTING, INC ,# 27 ORCHARD, LAKE FORF-ST, OA 92630 PHONE: (949) 716-9990 1 FA>4: (949) 716-9997 CLIENTS 3 s 3 �r d AME—RICAN • IR "Il 10 PRESIDENTIAL WAY WOBURN, MA 01801 rvU. 1T03'/02/16 ATE: DESCRIPTION: 90% CD's BY. JY EXISTING VERIZON WIRELESS 03/15/16 EXISTING VERIZON WIRELESS NT 3 05/20/16 SURGE PROTECTOR TO REMAIN. (1) TOTAL JB SURGE PROTECTOR TO REMAIN. (1) TOTAL 07/01/16 CLIENT REVISIONS EXISTING VERIZON WIRELESS 5 PROPOSED VERIZON WIRELESS RRUS-32 CLIENT REVISIONS MM 6 AWS -1 RRUS-11 TO BE TOP OF PROPOSED VERIZON WIRELESS PANEL ANTENNAS MOUNTED TO ANTENNA PIPE MAST. TYP. OF REMOVED AND REPLACED, ELEV. = 157'-0" A.G.L. (1) PER SECTOR; (3) SECTORS, (3) TOTAL. III Rl �� m ITI NP. OF (1) PER SECTOR; (3) SECTORS, (3) TOTAL. TOP OF EXISTING MONOPOLE AND RAD CENTER OF 7 8 RAD CENTER OF EXISTING VERIZON WIRELESS PANEL ANTENNAS — — _ _ _ — _ _ I II IIID I _ III PROPOSED VERIZON WIRELESS PANEL ANTENNAS _ _ `r ELEV. = 153'-0" A.G.L. I If I LU LI}J.1 IfIII ELEV. = 153'-0" A.G.L. PROPOSED VERIZON WIRELESS i RRUS-12 MOUNTED TO ANTENNA PIPE MAST. TYP. OF (1) PER I BOTTOM OF PROPOSED VERIZON WIRELESS PANEL ANTENNAS I SECTOR () 3 SECTORS, (3) TOTAL. EXISTING VERIZON WIRELESS PANEL ELEV. = 149'-0" A.G.L. I ANTENNA TO BE REMOVED AND 2 3 REPLACED. TYP. OF (2) PER SECTOR, (3) SECTORS, (6) TOTAL. PROPOSED VERIZON WIRELESS PANEL ANTENNAS MOUNTED TO EXISTING ANTENNA RAD CENTER OF EXISTING PANEL ANTENNAS BY OTHERS — — _ RAD CENTER OF EXISTING PANEL ANTENNASBY OTHERS_ — MOUNTING SUPPORT FRAME. TYP (2) PER SECTOR; (3) SECTORS, (6) TOTAL. ELEV. = 137'-0" A.G.L. — I ELEV. = 137'-0" A.G.L. 1 2 A-3 A-3 I I I EXISTING PANEL ANTENNAS, I I I EXISTING PANEL ANTENNAS, RAD CENTER OF EXISTING PANEL ANTENNAS BY OTHERS_ — — TYP. RAD CENTER OF EXISTING PANEL ANTENNAS BY OTHERS _ — TYP ELEV.= 125'-0" A.G.L. I I I I I I I I ELEV. = 125'-0" A.G.L. I I I I I I I I I I ($RAID CENTER OF EXISTING VERIZON WIRELESS MICROWAVE DISH — — I I I I I I I I I I — — RAD CENTER OF EXISTING VERIZON WIRELESS MICROWAVE DISH I I I I I I I I I I I F ELEV. = 90'-0" A.G.L.— I I ELEV• = 90'-0" A.G.L. I RAD CENTER OF EXISTING VERIZON WIRELESS MICROWAVE DISH — — — I CLAD CENTER OF EXISTING VERIZON WIRELESS MICROWAVE DISH — I I — EMLEV. = 80'-0" A.G.L. ELEV. = 80'-0" A.G.L. RAD CENTER OF EXISTING VERIZON WIRELESS MICROWAVE DISH — — — — — RAD CENTER OF EXISTING VERIZON WIRELESS MICROWAVE DISH I = 75'-0" A.G.L.— I I I I 75'-0" A.G.L.— I I I I RAD OF EXISTING VERIZON WIRELESS MICROWAVE DISH — — — I I — — RAD CENTER OF EXISTING VERIZON WIRELESS MICROWAVE DISH = — — — I I I — I V.CENTER = 60'-0" A.G.L. I 6O'—O" A.G.L.— EXISTING MICROWAVE I DISHES, TYP. I RAD CENTER OF EXISTING VERIZON _WIRELESS MICROWAVE DISH _ I I _ — & RAD CENTER OF EXISTING VERIZON WIRELESS MICROWAVE DISH -W—ELEV. I I `F ELEV—.=-50 '-0" A.G.L. I = 50'-0" A.G.L. REMOVE EXISTING VERIZON WIRELESS RET IEXISTING 150'-0" HIGH HOME HOME RUN CABLE I MONOPOLE WITHIN EXISTING 150'-0" HIGH I I I I MONOPOLE I I I I EXISTING VERIZON WIRELESS ( EXISTING VERIZON WIRELESS HYBRID/FIBER CABLE. (1) HYBRID/FIBER CABLE. (1) EXISTING ICE BRIDGE, TYP. I TOTAL. EXISTING ICE BRIDGE, TYP. TOTAL. I EXISTING VERIZON WIRELESS GPS EXISTING VERIZON WIRELESS GPS ANTENNA. VERIFY LOCATION IN FIELD. ANTENNA. VERIFY LOCATION IN FIELD. EXISTING 12'-0" X 24'-0" I EXISTING 12'-0" X 24'-0" EQUIPMENT SHELTEREXISTING EXISTING VERIZON WIRELESS EQUIPMENT SHELTER VERIZON WIRELESS EMERGENCY GENERATOR ON EMERGENCY GENERATORON CONCRETE PAD CONCRETE PAD PERM17 x is''i OUN7Y I CODE CO��D S�Rv�ces DA7 E MP FOR IANdE REFERENCE GRADE GRADE EXISTING CHAIN LINK EXISTING DOUBLE SWING EXISTING CHAIN LINK EXISTING DOUBLE SWING FENCE, NP. CHAIN LINK ACCESS GATES. FENCE, NP. CHAIN LINK ACCESS GATES. EXISTING WEST ELEVATION SCALE: 1 PROPOSED WEST ELEVATION SCALE:1/8"=V-0" 2] PREPARED BY: ENGINEERING & CONSULTING, INC ,# 27 ORCHARD, LAKE FORF-ST, OA 92630 PHONE: (949) 716-9990 1 FA>4: (949) 716-9997 CLIENTS 3 s 3 �r d AME—RICAN • IR "Il 10 PRESIDENTIAL WAY WOBURN, MA 01801 rvU. 1T03'/02/16 ATE: DESCRIPTION: 90% CD's BY. JY 2 03/15/16 CLIENT REVISIONS NT 3 05/20/16 CLIENT REVISIONS JB 4 07/01/16 CLIENT REVISIONS JB 5 07/20/16 CLIENT REVISIONS MM 6 08/05/16 100% CD's JB SITE INFORMATION: OROVILLE SITE #: 115369 PROJECT #� 20141071548 -PCS 5646 LINCOLN BLVD. OROVILLE, CA 95996 .. A .7 CNL: QpOFESSIpt,4 O Sooa a m * .1 v 6 `rgsT'4UCT TF OF CA��F�� ants 1 11 1 Lt: EXISTING & PROPOSED ELEVATIONS VI�GG� 1\VIYIVGA. MOUNTING BRACKET KIT REMOTE RADIO UNIT-RRUS 12 COLOR: WHITE MFR'S DIMENSIONS: 20.4" TALL X 18.5" WIDE X 7.5" STANDARD ' TOP AND BOTTOM MOUNTING COLOR I RADOME MATERIAL: LIGHT GRAY I FIBERGLASS, UV RESISTANT � MAXIMUM DIAMETER: 12crr1 (5`) NEW TOP ADJUSTABLE DEEP BRACKETS BRACKET WEIGHT: 50 LBS. DIMENSIONS, HXWXD: 2453x301x181mm (96.0`x11.9`x7.1") MINIMUM DIAMETER: 5cm (21 HORIZONTAL CLEARANCE: 8" MIN. NET WEIGHT: 66.14 lbs NET WEIGHT: 12.6 hbs VERTICAL CLEARANCE: 16" MIN. WIND LOAD, MAXIMUM: 879.0 N 0 150 KM/H 197.6 LBF 0 150 KM/H WIND SPEED MAXIMUM241.4 KM/H I 150.0 MPH P1000 CONNECTOR INTERFACE, 7-16 DIN FEMALE, BOTTOM, 6 4#5 LOCATION, QUANTITY: EXISTING OR NEW ckf 18.5" S" ❑ UNISTRUT ALTERNATE S ANTENNA PIPI= MAST. (� CLR i ATTACHMENT TOP VIEW co of� I i FRONT OF ANTENNA j NEW PANEL ANTENNA (TYP) MFR'S NEW RRH (WHERE OCCURS) 1 STANDARD QUANTITY PER PLAN. MOUNTING 3 BRACKETS Ece_ �° j N 0°P1000 UNISTRUT AS ALTERNATE 11.9" ATTACHMENT Of • N BOTTOM VIEW (CONNECTIONSA FRONT VIEW SIDE VIEW NEW BOTTOM FIXED NOTE: BRACKET. TOP BRACKET MAY BE FIXED BRACKET ALSO IF NO FRONT VIEW SIDE VIEW DOWNTILT OF ANTENNA IS REQUIRED. SCALANTENNA SPECIFICATIONS N.T.S. 1 ANTENNA MOUNT W/ RRUS SCALE: 2 RRUS 12 REMOTE RADIO UNIT N.T.S. 3 NOT USED NTs 4 j N.T.S. RRUS-32 -DIMENSIONS (H x W x D): 28.7" x 12.1" x 6.7" (INCLUDES SUNSHIELD) -WEIGHT: 60 LBS (W/0 MTG. HARDWARE) EXISTING ANTENNA -POWER REQUIREMENT: -48V DC PIPE MOUNT 12.1 6.7" PROPOSED SHORT POLE MOUNT, (2) PER RRU. =i rl o 0 C pV, N PROPOSED RRUS-32 Lu NOT USED SCALE: 5 NOT USED SCALE: 6 RRUS-32 MOUNTING SCALE: 7 RRUS-32 REMOTE RADIO UNIT NTs.' 8 N.T.S. aJ N.T.S. V N.T.S. PARTS LIST ITEM QTY. PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 1 SMALL SUPPORT CROSS PLATE 20.83 20.83 2 4 1/2"X3-5/8"X6"X3" U -BOLT (HDCV.) 0.83 3.31 3 2 5/8"X4-5/8"X7"X3' U -BOLT (HDG;.) 0.66 1.31 4 8 1/2" HDG HEAVY 2H HEX NUT 0.07 0.57 5 8 1/2" HDG USS FLATWASHER 0.03 0.27 6 8 1/2" HDG LOCKWASHER 0.01 0.11 7 4 5/8" HDG HEAVY 2H HEX NUT 0.13 0.52 8 1 3-1/2" OD SCH 40 GALVANIZED PIPE "C" D. "E" 9 4 5/8" HDG LOCKWASHER 0.03 0.10 10 4 5/8" HDG USS FLATWASHER 0.07 0.28 EXISTING OR NEW 4-1/2" OD ANTENNA \ PIPE MAST 1 PERMIT # 8 2 BUTTE CODURNTYY''DEVELOPMENT SERVICES 4 X2 CODL�COMLIIAN f 5 X2 ❑nr€���Y 6X2 3 X2 7 X2 9 FRONT VIEW x2 10 REAR VIEW NOT USED SCALE: Q NOT USED SCALE: 1101NOT USED SCALE: 11 ANTENNA SECTOR FRAME KIT NCALE 1122] N.T.S. �/ N.T.S. N.T.S. V va'920au 2785 MITCHELL DR. WALNUT CREEK, CA 94598 I'L.ANb F'Ktt AKLU UY: MIA ENGINEERING & CONSULTING, INC 27 ORCHARD, LAKE FOREST, CA 92630 } PHONE: (949) 716-99901 FAX: (949) 716-9997 CLIENTS I L d=:.;l. %vagi-HRI CAN'r'GAtV=R 10 PRESIDENTIAL WAY WOBURN, MA 01801 rvv.DATE: 1 03/02/16 DESCRIPTION. 90% CD's c r: JY 2 03/15/16 CLIENT REVISIONS NT 3 05/20/16 CLIENT REVISIONS JB 4 07/01/16 CLIENT REVISIONS JB 5 07/20/16 CLIENT REVISIONS MM 6 08/05/16 100% CD's JB SITE INFORMATION: OROVILLE SITE #: 115369 PROJECT #: 20141071548 -PCS 5646 LINCOLN BLVD. OROVILLE, CA 95996 Q((OF ESS Ip�� E. F y SO 68 F2 2 .Tl 1 2016 J'9 ,,RUCT TF OF CAS\FCS -SHEET TITLE: ARCHITECTURAL DETAILS -SHEET NUMBER: U p TYPE PH TYPE NC TYPE NX1 „U„ BOLT O PIPE CLAMP 0 C> O TYPE SS TYPE TA YT PE VB UNIVERSAL PIPE 1 BOLT PARALLEL UNIVERSAL PIPE O CLAMPS 75/1.25 CLAMP CLAMPS 50H2 8 8 TYPE XA TYPE GT TYPE GL LUG PROPOSED (TYP.) NUMBER NOTES: OF ANTENNAS REPRESENTED ANTENNA PIPE MOUNT 1 BOLT IN THIS DETAIL ARE FOR TO BE GROUNDED VIA 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND SHOWING CLARITY OF GROUND CADWELID AT SHOP ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. CAST "T" SPLICER 2 HOLE LUG PARALLEL CLAMP SYSTEM REQUIREMENTS ONLY. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER <a & AS SUPPLIED OR RECOMMENDED BY CABLE TYPE LJ TYPE HA YT PE VS MANUFACTURER. 3. WEATHER PROOFING SHALL BE ANDREW TWO—PART EXISTING SURGE PROTECTION UNIT TAPE KIT, COLD SHRINK SHALL NOT BE USED.— %BOLT GRND. 2 BOLT PARALLEL CROSS RUN TYPE PG TYPE GR TYPE PC TYPE RR ROD CLAMP SPLICER CLAMP MIN. #6 AWG STRANDED (GREEN JACKET) COPPER GROUND WIRE _G (BONDED TO GROUND BAR, TYP,) SCALE: II CALDWELD & MECH. CONNECTIONS SCALE: N.T.S. v3 N.T.S. NOT USED 4 I PROPOSED RRU. SEE L PLAN FOR QUANITY I' NOTE: II ANTENNA POLE NOT —G II SHOWN FOR CLARITY. I I II c� FIBER CABLE GROUND KIT, 1 PER COAX CABLE AT I II EACH LOCATION SHOWN EXISTING ANTENNA GROUND BAR EXISTING TO GROUND SYSTEM MAIN COAX FEEDER CABLES, QUANTITIES VARY, SEE RFDS GROUNDING SCHEMATIC SCALE: NOT USED SCALE: 7 NOT USED SCALE: 6 N.T.S. v N.T.S. N.T.S. 8 PERMIT # BUTTECOUNTY DEV4pPMENT lERvICEs GONE C8M51LIANCE BAY€ 4-20./(, BY NOT USED SCALE: NOT USED SCALE: SCALE: SCALE: N.T.S. 9 .J N.T.S.1101N.T.S. NOT USED N.T.S. 11 NOT USED 12 ®Y werozoin 2785 MITCHELL DR. WALNUT CREEK, CA 94598 -PLANS PREPARED BY: "' ��_ 259 �., '. ENGINEERING & CONSULTING, INC .1 - 27 ORC1 TARO,LAKE OR , AKE Fl5ST, OA 92630 2! 27 PHONE: (949) 716-9990 1 FAX: (949) 716-9997 -CLIENTS i RICA" `� .._ 10 PRESIDENTIAL WAY WOBURN, MA 01801 NO. 1 DATE: 03/02/16 DESCRIPTION: 90% CD's BY: JY 2 03/15/16 CLIENT REVISIONS NT 3 05/20/16 CLIENT REVISIONS JB 4 07/01/16 CLIENT REVISIONS JB 5 07/20/16 CLIENT REVISIONS MM 6 08/05/16 100% CD's JB SITE INFORMATION:- R®VI LLE SITE #: 115369 PROJECT #: 20141071548 -PCS 5646 LINCOLN BLVD. OROVILLE, CA 95996 br-AL. v FESS/p E. 0 B 9 s0 m E .12/31/2016 s TRUCTV�P TF OF CA1 �FOQ -SHEET TITLE: ARCHITECTURA DETAILS SHEET NUMBER: Ll - __ -, _-____T _ _ _ __ - -- _ _ _ - --- _- - � � '� i i � I 1 '�9i �� �li T it ILII IDi � __ . ,-- �- - I i AMERICAN TOWER° [O RP.O R AT ION Structural Analysis Report Structure : 150 ft Monopole ATC Site Name : Oroville CA2, CA ATC Site Number : 82610 Engineering Number 65392625 Proposed Carrier : Verizon Wireless Carrier Site Name : Oroville Carrier Site Number : 82610 BUTTE COUNTY Site Location 5646 Lincoln Blvd Oroville, CA 95966-9041 AUG 2 3 2016 DEVELMOM 39.478264,-121.549731 SEWCES County Butte PeaMtra 816-1448 Date May 2, 2016 BUTTECOUNTYDEVELOPMENTSERVICES GoEVIEWED FOR Max Usage : 105% DATE q_2O COMPLIANCE Result : Pass By t / Prepared By: Daniel Hinshaw 69570 It S'l CIV 11- �TFOFCAUFC \ ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 -919-468-0112 Office - 919466-5414 Fax - www.annericantower.com Eng. Number 65392625 May 2, 2016 AMERICANTOWER• co nro n♦T 10Y Table of Contents Introduction ....... ......... ......... ......... ......... ........... 1 Supporting Documents......: ............................................ .......................... ............,,, 1 Analysis ........................... ......... ........................... _............................................. 1 Conclusion.............................................................. ......... ......... ........................... 1 Existing and Reserved Equipment.....................................................................:............................... 2 Equipmentto be Removed......................................................................... ......... 2 i Proposed Equipment ...............................:......................................... ......... 2 StructureUsages......................................................................................... ............................. 3 Foundations............................................ ......... .......................... ............................ 3 i Deflection, Twist, and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached j II ATC Tower Services LLC-3500 Regency Parkway, Suite 100. Cary, NC 27518 - 919.468-0112 Office -919466-5414 Fax - www.americantower.com I I I Eng. Number 65392625 May 2 2016 AMERICAN TOWER• Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 150 ft monopole i, to reflect the change in loading by Verizon Wireless. Supporting Documents - Tower Drawings ITT MeyerAT&Tfile #AT -8935 Type B, dated April 13,1984 Foundation Drawing Kenneth Lenhardt, dated January 19, 1989 Geotechnical Report Earthtec Job #88-286, dated January 4, 1989 Modifications ATC Engineering #47569435, dated August 5, 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. I Basic Wind Speed: 85 mph (3 -Second Gust, Vasd) / 110 mph (3 -Second Gust, Vult) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G / 2012IBC/ 2013 California Building Code Structure Class: II Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Spectral Response: S5 = 0.59, S3 = 0.26 Site Class: D -Stiff Soil 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 via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services LLC -3500 Regency Parkway, Suite 100. Cary, NC 27518 - 919368-0112 ice - 919-466-5414 Fax - www.arrericantower.corn Eng. Number 65392625 I/ May 2, 2016 AMERICANTDWER• Page 2 Existing and Reserved Equipment Elevation' (ft) Qty Antenna Mount Type Lines Cartier Mount I RAD 150.0 150.0 1 Raycap RxxDC-3315-PF-48 (32 lbs) platform w/ Handrails (12)15/8" Coax _ (1)1.58" Hybrid Verizon Wireless 3 Ericsson RRUS12 B4/AWS 137.0 137.0 3 PowerlunctionCylinder - T -Arms (6) 1.26" (32mm) Hybrid Fanout Cable (Type II) Sprint Nextel 3 FiberJunction Cylinder 3 Samsung 8T8R 2.5G radar filter 3 Samsung RRH-V3 (2.5GHz w/ Finger Guard) 6 Samsung 1.9GHz RRH 3 Samsung 80OMHz RRH 2nd Gen w/ filter 3 KMW ET-X-WM-18-65-8P 2 - RFSAPXV9ERR18L 4 KMW ET-X-TS-70-15-62-18-iR-RD 125.0 125.0 3 RFS APL199016A2TO T Arms (6)15/8" Coax (1) 3/8" Coax Metro PCS 3 - - CellMax CMA-B/6521/EO-6 90.0 90.0 1 Gabriel PA-21B72GN-S Flush - 80.0 80.0 1 - AndrewPARX6-59W-PXA Flush (1)EW63 75.0 75.0 1 Andrew VHLPX3-11W-3GR Flush (1) EW90 Verizon Wireless 60.0 60.0 1 Gabriel PA-21B72GN-S Flush 50.0 50.0 1 Andrew PARX6-59W-PXA Flush (1) EW63 10.0 30.0 1 PCTELGPS-TMG-26N Flush (1)1/2" Coax Metro PCS Equipment to be Removed Elevation' (ft) aN Antenna Mount Type Lines Cartier Mount RAD 150.0 150.0 3 AndrewSBNH-1D85856 (1) 3/8" Coax Verizon Wireless 3 Andrew SBNH-1D6565B Proposed Equipment Elevation' (ft) Q Antenna Mount Type Lines Carrier Mount RAD 6 CommscopeSBNHH-1D65C 150.0 150.0 Platformw/Handrails (1) 3/8" (0.38") RET Verizon Wireless EricssonRRUS32/72w/oSolarShield 3 (50.7 lbs) Control Cable 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation Is defined as center of antenna above ground level (AGL). Install proposed coax inside the pole shaft. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 -Cary, NC 27518-919-468-0112 Office - 919-466-5414 Fax - www.amencantower.com II Ali .... ..., .. .. _. Eng. Number 65392625 May 2, 2016 J%MERreANTOwER• Page 3 Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 78% Pass Shaft 105% Pass Base Plate 50% Pass ' Flanges 103% Pass -- - Reinforcement 77% Pass Foundations Reaction Component Analysis Reactions % of Usage Moment (Kips -Ft) 2,433.6 86% Axial (Kips) 32.8 14% Shear (Kips) 25.7 88% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway` Antenna Elevation (ft) Antenna Carrier Deflection Sway (Rotation) 150.0 Ericsson RRUS 32/72 w/o Solar Shield (50.7 lbs) Verizon Wireless 4.588 3.671 Commscope SBNHH-1D65C 90.0 Gabriel PA-21B72GN-5 1.388 2.143 80.0 Andrew PARX6-59W-PXA 1.044 1.798 75.0 Andrew VHLPX3-11W-3GR 0.895 1.621 60.0 Gabriel PA-21B72GN-S 0.531 1.155 50.0 Andrew PARX6-59W-PXA 0.357 0.842 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3 -Second Gust( per ArvsVTiA-zu-e ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518.919-468-0112 Office - 919-466-5414 Fax - www.americantower.com 1 A AMERICAN TOWER• Co. .... .ie. Standard Conditions i All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: I I Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information.. . i Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. 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. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. 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 we supply. i ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919368-0112 Office -919466-5414 Fax - www.annericantower.conn 02007-2016byA7C/PLLC. Alinghtsmsemed. sa'-O,111W-0. VV 31WTH& _325-0• (65161) 1=16 . it STV 13.6'l/lt - v' -0•v15 5d'-0• 10_-0' 42" 50" Job Information Pole : 82610 Code: ANSUTIA-222-G Description : 150 It ITT Monopole Client: Verizon Wireless Struct Class: 11 Location : Oroville CA2, CA Shape : 12 Sides Exposure: C Height : 150.00 (ft) Topo : 1 Base Bev (ft): -0.00 Taper: 0.15669'41nlft) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade ecfton (n) Top Bottom (in) Type (in) (inlft) (ksi) 1 35.670 31.79 37.38 0.375 0.000 0.156700 65 2 42.000 26.46 33.06 0.313 Slip Joint 50.000 0.156700 65 3 40.000 21.26 27.53 0.250 Slip Joint 42.000 0.156700 65 4 39.999 15.00 21.26 0.188 Butt Joint 0.000 0.156700 65 Discrete Appurtenance Attach Force - Bev (ft) Bev (ft) Oty Description 150.000 153.000 1 Rayeap RxxDC-3315-PF-48 (32 Ib 150.000 154.000 6 Commscope SBNHH-1D65C 150.000 153.000 3 Ericsson RRUS 32172 w10 Solar 150.000 153.000 3 Ericsson RRUS12 B4/AWS 150.000 150.000 1 Flat Platform wl Handrails 137.000 137.000 2 RFSAPXV9ERR78-C 137.000 137.000 6 Samsung 1.9GHz RRH 137.000 137.000 3 KMW Er-X-WM-18-65-8P 137.000--. 137.000 3 Samsung RRH-V3 (2.5GHz wl 137.000 137.000 '3 Samsung 8T6R 2.5G radar filter 137.000 137.000 3 Fiber Junction Cylinder 137.000 137.000 3 Power Junction Cylinder 137.000 137.000 3 Samsung 800MHz RRH 2nd 137.000 137.000 4 KMW ET -X -TS -70.15 -62.18 -IR -RD 137.000 137.000 3 Round T -Arm 125.000 125.000 3 CellMax CMA-BI65211ED-6 125.000 125.000 3 RFSAPLI99016-42TO 125.000 125.000 3 Round T -Arm 90.000 90.000 1 Gabriel PA -21 B72GN-S 60.000 80.000 1 Andrew PARX6-59W-PXA 75.000 75.000 1 Andrew VHLPX3-11W-3GR 60.000 60.000 1 Gabriel PA-21B72GN-S 50.000 50.000 1 Andrew PARX6-59W-PXA 10.000 10.000 1 PCTs GPS -TMG -26N Linear Appurtenance Bev (ft) Exposed From To Description To Wind 116.0 137.0 1.26"(32mm) Yes 0.000 150.0 15/8" Coax No 0.000 150.0 1.58" (40.1 m m) No 0.000 150.0 318" (0.38", No 0.000 10.000 112" Coax No 0.000 50.000 EWV63 Yes 0.000 52.500 Reinforcement, Yes 0.000 75.000 EW90 Yes 0.000 80.000 EW63 Yes 0.000 116.0 1.26"(32m m) No 0.000 125.0 1 518" Coax No 0.000 125.0 318" Coax No ur-0•v16 10'-0' 40 -0- 1J4'71ddt ". (651(577 150•-1 �z- 50' •u16 Dish Deflections Attach Deflection Rotation Reactions Bev (ft) (in) 59•-0•11150b• LFLoad 50.00 4.282 0.842 1.OD+1.OW 60.00 - Moment Shear Axial 75.00 10.739 1.621 1.01)+1.OW 80.00 Case (kip-ft) (kip) (kip) 16.661 2.143 1.213+1.6W 2433.64 25.73 31.25 - 0.913+1.6W 2394.16 25.71 23.43 137-0. (1.2+0.2Sds)•DL+EELFM 322.67 2.45 32.77 --(1.2+0.2Sds)'DL+EEM AM 621.68 5.02 32.76 -0' (0.9-0.2Sds)•DL+EELFM 312.38 2.45 19.98 31167TNck. (0.9-0.2Sds)•. DL+E94AM 600.55 5.01 19.98 (65 11.013+1.OW 755.12 8.10 26.08 ur-0•v16 10'-0' 40 -0- 1J4'71ddt ". (651(577 150•-1 �z- 50' •u16 Dish Deflections Attach Deflection Rotation Load Case Bev (ft) (in) (deg) 1.OD+1.OW 50.00 4.282 0.842 1.OD+1.OW 60.00 6.376 1.155 1.013 + COW 75.00 10.739 1.621 1.01)+1.OW 80.00 12.530 1.798 1.013+1.OW -. 90.00 16.661 2.143 i M.000 ____ _ ------- .------ ------ ------- L ------ _...... 1-___-_� 144.000 ----------- I�___.......__•_____________________________________ 140.000 ____________......... ------- ------ ------ {._____� 132000 ------------"------ ----'---------------------- -----' tzs.ao-o- 124.000 -----'-----•'--'--"- . -_- _-- , 120.000 ------ ...... -- ......... 116.000 -•---{------ --------{------ 7------ -- e 1os.0o-o -;...... ----- ;------ i 1D4.00D-----s-----------i-------i------s------;---- -- �;-----i----- 1DO.OQQ ----- ---- ------ - -------`--- -- �- P'----- 96.000 ----- ------ ..... ........-------------- ---•- "--;. 88.ODo-------------------------- '-"-•;-•-"-:-------'------ --- "= 72.000 i_____'{______ __"'{------- I ------ i- W 64.000 -------------------._..__.....__._.------ .------- ______.______ 1 �. l 56.00D --------------•---'-------`=-----'------'----•.................... -. 5ZODD •... ....... 48A00 ----•;----•-;- ------F•--•-f ' `,------ --------------- 44.000 --- _ ,u. 4o.00Q ; •• .... --- -- --- ------ 35.670 , • --''-------� '-"'--r------ -----"r------' 31.503 ___{______------ ___{______{_ t_--•• - ------ ------ ----- 28.00Q -__;__--- �_________________ i ::. 1:____ ,._..__;__.___;______,. 24.000 ____{_____________________{______{___ ��,, f___ r ------- {------ {-------- 26.000 --- .------- _______------- _------ _____ � .. !__ �------ .------ ,------ . 16.000 ...}______-------------- r______ 12.000 __.a ...... ...... ....... ,.------ a------ .�,Y._L_...... L ...... +...... + 8.000 -_•.•____________________________------ _ �.--_.____._-____.______ _._._., 0.000 ___a ------ j ....... ,....... L ...... a ------ J____ __I ...... L ...... _------ J 0A7 0.17 0.27 0.37 0.47 0.57 0.67 0.77 0.87 0, Interaction A7 Site Number: 82610 Code: ANSI/TIA-222-13 02007-2016byATCIPLLC. Alldghtsreserved. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23:38 PM Customer: Verizon Wireless Load Cases 1.21)+1.6W 85 mph with No Ice Analysis Parameters Ice & Wind Parameters Location: Butte County, CA Structure Class: II Code: ANSI/TIA-222-G He ight(ft): 150. Shape: 12 Sides Base Diameter (in): 37.38 Pole Type: Taper Top Diameter (in): 15.00 Pole Manfacturer: ITT Meyer Taper (in/ft) : "" - 0.157 Load Cases 1.21)+1.6W 85 mph with No Ice 0.9D+1.6W Ice & Wind Parameters (1.2+0.2Sds)"DL+EELFM Seismic Equivalent Lateral Forces Method Structure Class: II (0.9-0.2Sds)•DL+EELFM Design Wind Speed Without Ice: (0.9-0.2Sds)•DL+EEMAM 85 mph Exposure Category: C Design Wind Speed With Ice: 0 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 0.00 In Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D -Stiff Soil Period Based on Rayleigh Method (sec): 3.00 TL (see): 16 p: 1.3 Ca: 0.072 Se: 0.590 St: 0.259 Cs Max: 0.072 Fa: 1.328 F,: 1.882 '" Ca Min: 0.030 Sas: 0.522 Shc: 0.325 Load Cases 1.21)+1.6W 85 mph with No Ice 0.9D+1.6W 85 mph with No Ice (Reduced DL) (1.2+0.2Sds)"DL+EELFM Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)•DL+EEMAM Salem is Equivalent Modal Analysis Method (0.9-0.2Sds)•DL+EELFM Selsm ic(Red uced DL) Equivalent Late ral Forces Method (0.9-0.2Sds)•DL+EEMAM Selsm lc(Red uced DL) Equivalent M odal Analys is Method 1.013+1.0W Se rvlceablllty 60 m ph Page: 1 Site Number: 82610 Code: ANSVTIA-222-G 02007-2016byATCIPLLC Allni hrsmserved. Site Name: Oroville ICA2, CA Engineering Number: 65392625 5/2/2016 2:23:38 PM Customer: Verizon Wireless Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Bev Area Ix Wtt Dlt Dia Bev Area Ix Wlt Dlt Taper Info (ft) (in) (ksi) Type Lenin) (lb) (in) (ft) (int) (10) Ratio Ratio (In) (ft) (in=) (10) Ratio Ratio (Inlft) 1-12 35.670 0.3750 65 0.00 5,014 37.38 0.00 44.68 7810.1 24.57 99.68 31.79 35.67 37.93 4778.7 20.57 84.77 0.156697 2-12 42.000 0.3125 65 Slip 50.00 4,237 33.06 31.50 32.96 4514.0 26.21 105.82 26.48 73.50 26.34 2303.2 20.57 84.76 0.156697 3-12 40.000 0.2500 65 Slip 42.00 2,646 27.53 70.00 21.96 2087.3 27.37 110.14 21.26 110.00 16.92 954.0 20.65 85.07 0.156697 4.12 39.999 0.1875 65 Butt 0.00 1,475 21.26 110.00 12.73 721.9 28.25 113.43 15.00 150.00 8.94 250.5 19.29 80.00 0.156697 ShaftWelght 13,372 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Bev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (lb) (9f) Factor (lb) (sf) Factor (ft) (ft) 150.00 CommscopeSBNHH-1D65C 6 49.60 11.450 0.70 0.00 0.000 0.70 0.000 4.000 150.00 Ericsson RRUS 32!72 w/o 3 50.70 2.070 0.50 0.00 0.000 0.50 0.000 3.000 150.00 Ericsson RRUS12 B4/AWS 3 57.30 2.810 0.50 0.00 0.000 0.50 0.000 3.000 150.00 Flat Platform w/ Handrails 1 2000.00 40.000 1.00 0.00 0.000 1.00 0.000 0.000 150.00 Raycap RxxDC-3315-PF-48 1 32.00 2.510 0.50 0.00 0.000 0.50 0.000 3.000 137.00 Fiber Junction Cylinder 3 3.30 0.180 0.50 0.00 0.000 0.50 0.000 0.000 137.00 KMW Er -X -TS -70 -15 -62 -18 -IR- 4 41.90 8.270 0.67 0.00 0.000 0.67 0.000 0.000 137.00 KMW Er-X-WM-18-65-8P 3 36A0 6.680 0.63 0.00 0.000 0.63 0.000 0.000 137.00 Power Junction Cylinder 3 3.30 0.170 0.50 0.00 0.000 0.50 0.000 0.000 137.00 RFS APXV9ERR18-C 2 50.00 8.020 0.69 0.00 0.000 0.69 0.000 0.000 137.00 Round T -Arm 3 250.00 9.700 0.67 0.00 0.000 0.67 0.000 0.000 137.00 Samsung 1.9GHz RRH 6 59.50 2.740 0.50 0.00 0.000 0.50 0.000 0.000 137.00 Samsung 800MHz RRH 2nd '3'. 51.70 3.280 0.50 0.00 0.000 0.50 0.000 0.000 137.00 Samsung 8T8R 2.5G radar 3. 22.10 0.940 0.50 0.00 0.000 0.50 0.000 0.000 137.00 Samsung RRH-V3(2.5GHzw/ 3 59.50 2A00 0.50 0.00 0.000 0.50 0.000 0.000 125.00 CeliMax CMA-B/6521/E0-6 3"` 31.00 6.570 0.71 0.00 0.000 0.71 0.000 0.000 125.00 RFS APL199016-42T0 3 8.00 4.120 0.75 0.00 0.000 0.75 0.000 0.000 125.00 Round T -Arm 3 250.00 9.700 0.67 0.00 0.000 0.67 0.000 0.000 90.00 Gabriel PA -21 B72GNS 1 198.00 16.790 0.90 0.00 0.000 0.90 0.000 0.000 80.00 Andrew PARX659W-PXA 1 251.00 52.840 0.90 0.00 0.000 0.90 0.000 0.000 75.00 Andrew VHLPX3-1 1W-3GR 1 53.00 10.680 0.90 0.00 0.000 0.90 0.000 0.000 60.00 Gabriel PA-21B72GNS 1 198.00 16.790 0.90 0.00 0.000 0.90 0.000 0.000 50.00 Andrew PARX6-59W-PXA 1 251.00 52.840 0.90 0.00 0.000 0.90 0.000 0.000 10.00 PCTELGPS-TMG-26N 1 0.60 0.090 1.00 0.00 0.000 1.00 0.000 0.000 Totals 62 6375.70 0.00 Number of Loadings: 24 Linear Appurtenance Properties Bev Bev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (tt) Qty Description (in) ybtit) Flat (in) To Wind Carrier 0.00 150.00 12 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon 0.00 150.00 1 1.58" (40.1 mm) Hybrid 1.58 1.61 N 0.00 N Verizon 0.00 150.00 1 3/8" (0.38", 9.5mm) 0.38 0.23 N 0.00 N Verizon 116.00 137.00 6 1.26" (32mm) Hybrid 1.26 1.01 N 1.26 Y Sprint Nextel 0.00 125.00 6 15/8" Coax 1.98 0.82 N 0.00 N Metro PCS 0.00 125.00 1 3/8" Coax 0.44 0.08 N 0.00 N Metro PCS 0.00 116.00 6 1.26" (32mm) Hybrid 1.26 1.01 N 0.00 N Sprint Nextel 0.00 80.00 1 EW63 2.01 0.51 N 0.00 Y Verizon 0.00 75.00 1 EW90 1.32 0.32 N 0.00 Y Verizon 0.00 52.50 4 Reinforcement 2.50 0.00 N 8.00 Y -- 0.00 50.00 1 EW63 2.01 0.51 N 0.00 Y Verizon Page: 2 II Site Number: 82610 Code: ANSVTTA-222-G 01007-1016byATCIPLLC. Alldghtsmsemed. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 223:38 PM Customer: Verizon Wireless 0.00 10.00 1 112' Coax 0.63 0.15 N 0.00 N Metro PCS Additional Steel Dev Dev — Intermediate Connections — From To Fy Offset Spacing Len (ft) (ft) Oty Description (ks0 (in) Description (in) (in) Connectors Continuation? 0.00 45.50 4 SOL #20 All Thread 80 2.19. 6" Angle Bracket 30.0 3.31 5/8" A36 U -Bolt No Page: 3 Site Number: 82610 Site Name: Oroville CA2, CA Customer: Verizon Wireless Code: Engineering Number: ANSIITIA-222-G 02007-2016byATC1PLLC. 65392625 A/Idyhtsiesewed. 5/2/2016 2:23:38 PM Segment Properties (Max Len : 4. ft) Seg Top pat Additional Reinforcing Bev Thick Dia Area Ix Wft Dft Py S Z Weight Area Ix Weight (ft) Description (in) (in) (int) (in^) Ratio Ratio (ksi) (10) (ins) (Ib) (int) (in°) (lb) 0.00 0.3750 37.380 44.684 7,810.1 24.57 99.68 77.9 403.6 0.0 0.0 19.64 4,958 0.0 4.00 0.3750 36.753 43.927 7,419.9 24.12 98.01 78.4 390.0 0.0 603.0 19.64 4,816 267.2 8.00 0.3750 36.126 43.170 7,042.9 23.67 96.34 78.9 376.6 0.0 592.7 19.64 4,676 267.2 10.00 0.3750 35.813 42.791 6,859.3 23.45 95.50 79.1 370.0 0.0 292.5 19.64 4,607 , 133.6 12.00 0.3750 35.500 42.413 6,679.0 23.22 94.67 79A 363.5 0.0 289.9 19.64 4,539 133.6 16.00 0.3750 34.873 41.656 6,327.7 22.77 92.99 79.9 350.5 0.0 572.1 19.64 4,403 267.2 20.00 0.3750 34.246 40.899 5,989.1 22.33 91.32 80.4 337.8 0.0 561.8 19.64 4,269 267.2 24.00 0.3750 33.619 40.142 5,662.7 21.88 89.65 80.9 325A 0.0 551.5 19.64 4,137 267.2 28.00 0.3750 32.992 39.386 5,348.4 21.43 87.98 81.3 313.2 0.0 541.2 19.64 4,008 267.2 31.50 Bot - Section 2 0.3750 32.444 38.723 5,082.9 21.04 86.52 81.8 302.7 0.0 465.6 19.64 3,896 234.0 32.00 0.3750 32.366 38.629 5,046.0 20.98 86.31 81.8 301.2 0.0 121.0 19.64 4,007 33.2 35.67 Top - Section 1 0.3125 32.416 32.304 4,249.5 25.65 103.73 76.7 253.3 0.0 885.1 19.64 3,890 245.2 36.00 0.3125 32.364 32.252 4,229.0 25.61 103.56 76.8 252.4 0.0 36.2 19.64 3,880 22.0 40.00 0.3125 31.737 31.621 3,985.7 25.07 101.56 77A 242.6 0.0 434.7 19.64 3,754 267.2 44.00 0.3125 31.110 30.990 3,751.9 24.53 99.55 78.0 233.0 0.0 426.1 19.64 3,631 267.2 45.50 Reinf. Top 0.3125 30.875 30.754 3,666.7 24.33 98.80 78.2 229.4 0.0 157.6 19.64 3,585 100.2 48.00 0.3125 30.484 30.360 3,527.5 23.99 97.55 78.5 223.5 0.0 259.9 50.00 0.3125 30.170 30.044 3,418.7 23.73 96.54 78.8 218.9 0.0 205.5 52.00 0.3125 29.857 29.729 3,312.2 23.46 95.54 79.1 214.3 0.0 203A 56.00 0.3125 29.230 29.098 3,105.8 22.92 93.54 79.7 205.3 0.0 400.4 60.00 0.3125 28.603 28A67 2,908.2 22.38 91.53 80.3 196.4 0.0 391.8 64.00 0.3125 27.976 27.837 2,719.1 21.84 89.52 80.9 187.8 0.0 383.2 68.00 0.3125 27.350 27.206 2,538.5 21.31 87.52 81.5 179.3 0.0 374.6 70.00 Bot -Section 3 0.3125 27.036 26.890 2,451.1 21.04 86.51 81.8 175.1 0.0 184.4 72.00 0.3125 26.723 26.575 2,366.0 20.77 85.51 81.9 171.0 0.0 330.0 73.50 Top - Section 2 0.2500 26.987 21.523 1,964.0 26.78 107.95 75.5 140.6 0.0 245.9 75.00 0.2500 26.753. 21.335 1,912.7 26.53 107.01 75.8 138.1 0.0 109.1 76.00 0.2500 26.596 21.209 1,879.0 26.36 106.38 76.0 136.5 0.0 72.4 80.00 0.2500 25.969 20.704 1,748.1 25.69 103.88 76.7 130.0 0.0 285.2 84.00 0.2500 25.342 20.199 1,623.3 25.02 101.37 77A 123.7 0.0 278.4 88.00 0.2500 24.716 19.695 1,504.7 24.35 98.86 78.2 117.6 0.0 271.5 90.00 0.2500 24A02 19A43 1,447.6 24.01 97.61 78.5 114.6 0.0 133.2 92.00 0.2500 24.089 19.190 1,392.0 23.67 96.36 78.9 111.6 0.0 131.5 96.00 0.2500 23A62 18.686 1,285.1 23.00 93.85 79.6 105.8 0.0 257.8 100.0 0.2500 22.835 18.181 1,183.7 22.33 91.34 80A 100.1 0.0 250.9 104.0 0.2500 22.209 17.677 1,087.9 21.66 88.83 81.1 94.6 0.0 244.0 108.0 0.2500 21.582 17.172 997.4 20.99 86.33 81.8 89.3 0.0 237.2 110.0 Top - Section 3 0.2500 21.268 16.919 954.0 20.65 85.07 81.9 .86.7 0.0 116.2 110.0 Bot - Section 4 0.1875 21.268 12.727 721.9 28.25 113.43 73.9 65.6 0.0 112.0 0.1875 20.955 12.538 690.2 27.80 111.76 74.4 63.6 0.0 85.8 116.0 0.1875 20.328 12.160 629.6 26.91 108.42 75.4 59.8 0.0 168.1 120.0 0.1875 19.701 11.781 572.6 26.01 105.07 76.3 56.2 0.0 162.9 124.0 0.1875 19.075 11A03 519.2 25.12 101.73 77.3 52.6 0.0 157.8 125.0 0.1875 18.918 11.308 506.4 24.89 100.90 77.6 51.7 0.0 38.6 128.0 0.1875 18.448 11.025 469.2 24.22 98.39 78.3 49.1 0.0 114.0 132.0 0.1875 17.821 10.646 422.5 23.32 95.05 79.3 45.8 0.0 147.5 136.0 0.1875 17.194 10.268 379.1 22.43 91.70 80.3 42.6 0.0 142.3 137.0 0.1875 17.038 10.173 368.7 22.20 90.87 80.5 41.8 0.0 34.8 140.0 0.1875 16.567 9.889 338.7 21.53 88.36 81.2 39.5 0.0 102.4 144.0 0.1875 15.941 9.511 301.3 20.64 85.02 81.9 36.5 0.0 132.0 148.0 0.1875 15.314 9.133 266.7 19.74 81.67 81.9 33.6 0.0 126.9 150.0 0.1875 15.000 8.943 250.5 19.29 80.00 81.9 32.3 0.0 61.5 150.0 -' 0.1875 15.000 8.943 250.5 19.29 80.00 81.9 32.3 0.0 0.1 13,372.4 3,039.4 Page: 4 Site Number: 82610 Code: ANSIITIA-222-G 02007-2016byATC1PLLC Alldghtsmserved. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23:38 PM Customer: Verizon Wireless 201.7 0.0 0.0 0.0 201.7 Load Case: 1.213+1.6W 65 mph with No Ice 31 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 lied Seament Forces Summa Seg 9ev (ft) Description Shaft Forces Dead Wind FX Load (Ib) (Ib) Discrete Forces Torsion Moment Dead Wind FX MY Mz Load (Ib) (Ib -ft) (Ib -ft) (Ib) Linear Forces Dead Wind FX Load (Ib) (Ib) Wind FX (Ib) Sum of Forces Dead Torsion Load MY (Ib) (Ib -ft) Moment Mz - (Ib) 0.00 201.7 0.0 0.0 0.0 201.7 0.0 0.0 0.0 4.00 400.1 723.7 51.5 436.9 451.6 1,160.6 0.0 0.0 8.00 296.2 711.3 51.5 436.9 347.7 1,148.2 0.0 0.0 10.00 Appertunance(s) 194.9 351.0 2.4 0.0 0.0 0.7 25.8 218.5 223.0 570.2 0.0 0.0 12.00 288.5 347.9 25.8 218.1 314.3 566.0 0.0 0.0 16.00 386.7 686.6 51.5 436.2 438.2 .1,122.8 0.0 0.0 20.00 395.1 674.2 52.5 436.2 447.6 1,110.4 0.0 0.0 24.00 403.2 661.8 53.6 436.2 456.8 1,098.1 0.0 0.0 28.00 383.2 649.5 54.6 436.2 437.7 1,085.7 0.0 0.0 31.50 Bot - Section 2 206.0 558.7 48.5 382.1 254.5 940.7 0.0 0.0 32.00 219.7 145.2 6.9 54.2 226.6 199.4 0.0 0.0 35.67 Top - Section 1 211.0 1,062.1 51.5 400.2 262.5 1,462.3 0.0 0.0 36.00 229.3 43.5 4.7 36.0 234.0 79.5 0.0 0.0 40.00 424.0 521.6 56.8 436.2 480.8 957.8 0.0 0.0 44.00 291.7 511.3 57.4 436.2 349.1 947.5 0.0 0.0 45.50 Re inf. Top 211.9 189.1 21.7 163.6 233.6 352.7 0.0 0.0 48.00 238.2 311.9 36.3 72.2 274.4 384.2 0.0 0.0 50.00 Appertunance(s) 211.3 246.6 1,608.6 0.0 0.0 301.2 29.2 57.8 1,849.1 605.6 0.0 0.0 52.00 280.8 244.1 29.3 56.6 310.1 300.6 0.0 0.0 56.00 349.4 480.4 0.0 113.1 349.4 593.6 0.0 0.0 60.00 Appertunance(s) 346.9 470.1 531.1 0.0 0.0 237.6 0.0 113.1 878.0 820.9 0.0 0.0 64.00 343.9 459.8 0.0 113.1 343.9 573.0 0.0 0.0 68.00 256.2 449.5 0.0 113.1 256.2 562.7 0.0 0.0 70.00 Bot - Section 3 170.9 221.3 0.0 56.7 170.9 277.9 0.0 0.0 72.00 150.2 396.0 0.0 56.5 .150.2 452.5 0.0 0.0 73.50 Top - Section 2 128.1 295.1 0.0 42.5 128.1 337.6 0.0 0.0 75.00 Appertunance(s) 106.2 131.0 354.1 0.0 0.0 63.6 0.0 42.3 460.3 236.9 0.0 0.0 76.00 210.9 86.9 0.0 27.9 210.9 114.8 0.0 0.0 80.00 Appertunance(s) 334.6 342.3 1,775.9 0.0 0.0 301.2 0.0 111.6 2,110.5 755.1 0.0 0.0 84.00 329.9 334.0 0.0 109.2 329.9 443.2 0.0 0.0 88.00 244.7 325.8 0.0 109.2 244.7 435.0 0.0 0.0 90.00 Appertunance(s) 161.2 159.8 578.5 0.0 0.0 237.6 0.0 54.6 739.6 452.0 0.0 0.0 92.00 238.7 157.8 0.0 54.6 238.7 212.3 0.0 0.0 96.00 314.2 309.3 0.0 109.2 314.2 418.5 0.0 0.0 100.00 308.4 301.1 0.0 109.2 308.4 410.2 0.0 0.0 104.00 302.4 292.8 0.0 109.2 302.4 402.0 0.0 0.0 108.00 223.5 284.6 0.0 109.2 223.5 393.7 0.0 0.0 110.00 Top - Section 3 146.5 139.4 0.0 54.7 146.5 194.1 0.0 0.0 112.00 216.0 103.0 0.0 54.5 216.0 157.5 0.0 0.0 116.00 283.3 201.7 0.0 109.2 283.3 310.9 0.0 0.0 120.00 276.5 195.5 0.0 109.2 276.5 304.7 0.0 0.0 124.00 170.1 189.3 0.0 109.2 170.1 298.5 0.0 0.0 125.00 Appertunance(s) 133.0 46.4 1,363.3 0.0 0.0 1,040.4 0.0 27.3 1,496.3 1,114.1 0.0 0.0 128.00 228.9 136.8 0.0 63.9 228.9 200.7 0.0 0.0 132.00 255.2 177.0 0.0 85.2 255.2 262.1 0.0 0.0 136.00 156.6 170.8 0.0 85.2 156.6 255.9 0.0 0.0 137.00 Appertunance(s) 122.0 41.7 2,770.6 0.0 0.0 2,284.2 0.0 21.3 2,892.6 2,347.2 0.0 0.0 140.00 209.3 122.9 0.0 42.0 209.3 164.9 0.0 0.0 Page: 5 Site Number: 170.0 208.3 0.0 02007-2016byATCIPLLC Alldghtsreserved. 82610 Code: ANSUTIA-222-G Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23A1 PM Customer: Verizon Wireless Tote Is: 25,869.3 31,303.8 0.00 0.00 Load Case: 1.2D+ 1.6W 85 mph with No Ice 31 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 14d nn 232-5 159.4 0.0 56.1 232.5 214.5 0.0 0.0 148.00 170.0 152.3 0.0 56.1 170.0 208.3 0.0 0.0 150.00 Appertunance(s) 55.7 73.8 3,526.4 0.0 7,009.9 3,184.3 0.0 28.0 3,582.1 3,286.2 0.0 0.0 150.00 ,,._ 0.1 0.1 0.0 0.0 0.1 0.1 0.0 ., 0.0 Tote Is: 25,869.3 31,303.8 0.00 0.00 Page: 6 SlteNumber: 82610 Code: ANSIrrIA-222-G 02007-2016byATC1PLLC. A#nghtsmsewed. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:2341 PM Customer: Verizon Wireless Load Case: 1.21)+1.6W 85 mph with No Ice 31 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Bev FY(-) FX(-) (ft) (kips) (kips) Tu MY (ft -kips) Mu Mu Mz MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -31.25 -25.73 0.00 -2,433.64 0.00 2,433.64 3,133.66 1,566.83 4,776.46 2,358.91 0.00 0.00 0.638 4.00 -30.00 -25.38 0.00 -2,330.74 0.00 2,330.74 3,099.89 1,549.95 4,644.15 2,293.57 0.09 -0.21 0.623 8.00 -28.79 -25.11 0.00 -2,229.20 0.00 2,229.20 3,065.46 1,532.73 4,512.63 2,228.62 0.36 -0A2 0.608 10.00 -28.17 -24.93 0.00 -2,178.98 0.00 2,178.98 ,3,047.99 1,524.00 4,447.18 2,196.30 0.56 -0.53 0.600 12.00 -27.54 -24.69 0.00 -2,129.12 0.00 2,129.12 3,030.36 1,515.18 4,381.95 2,164.08 0.81 -0.64 0.592 16.00 -26.33 -24.34 0.00 -2,030.35 0.00 2,030.35 2,994.60 1,497.30 4,252.14 2,099.97 1.43 -0.85 0.576 20.00 -25.14 -23.96 0.00 -1,933.01 0.00 1,933.01 2,958.17 1,479.09 4,123.28 2,036.33 2.24 -1.06 0.560 24.00 -23.97 -23.57 0.00 -1,837.17 0.00 1,837.17 2,921.08 1,460.54 3,995.41 1,973.18 3.21 -1.27 0.544 28.00 -22.82 -23.18 0.00 -1,742.89 " 0.00 .1,742.89 2,883.32 1,441.66 3,868.57 1,910.54 4.37 -1.48 .0.527 31.50 -21.84 -22.94 0.00 -1,661.67 0.00 1,661.67 2.849.70 1.424.85 3,758.39 1,866.13 5.52 -1.66 0.512 32.00 -21.61 -22.75 0.00 -1,650.28 0.00 1,650.28 2,844.89 1,422.45 3,742.841,848A5 5.69 -1.68 0.503 35.67 -20.11 -22.48 0.00 -1,566.78 0.00 1,566.78 2,231.06 1,115.53 2,951.36 1,457.57 7.06 -1.87 0.567 36.00 -20.00 -22.28 0.00 -1,559.37 0.00 1,559.37 2,228.86 1,114.43 2,943.67 1,453.77 ' 7.19 -1.89 0.565 40.00 -18.97 -21.84 0.00 -1,470.24 0.00 1,470.24 2,201.96 1,100.98 2,850.72 1,407.86 8.86 -2.10 0.543 44.00 -17.99 -21.50 0.00 -1,382.88 0.00 1,382.88 2,174.39 1,087.19 2,758.32 1,362.23 10.71 -2.31 0.521 AG Cn 4794 _14 1R n nn -1 iSn RA n nn 1 15n RA 2 161 RR 1 nR1 9A 2 721 R3 1 3A6 2n 11 AR .2.14q n513 48.00 -17.17 -21.04 0.00 -1,297A3 0.00 1,297.43 2,146.15 1,073.08 2,666.54 1,316.90 12.73 -2.52 0.994 50.00 -16.58 -19.23 0.00 -1,255.35 0.00 1,255.35 2,131.78 1,065.89 2,620.89 1,294.36 13.83 -2.72 0.978 52.00 -16.20 -18.99 0.00 -1,216.89 0.00 1,216.89 2,117.25 1,058.62 2,575.42 1,271.90 15.02 -2.93 0.965 56.00 -15.49 -18.72 0.00 -1,140.94 0.00 1,140.94 2,087.68 1,043.84 2,485.02 1,227.26 17.64 -3.33 0.937 60.00 -14.60 -17.89 0.00 -1,066.06 0.00 1,066.06 2,057A51,028.72 2,395.38 1,182.99 20.61 -3.74 0.909 64.00 -13.93 -17.61 0.00 -994A9 0.00 994.49 2,026.55 1,013.28 2,306.56 1,139.12 23.91 -4.14 0.880 68.00 -13.30 -17.38 0.00 -924.04 0.00 924.04 1,994.99 997A9 2,218.61 1,095.69 27.55 4.54 0.850 70.00 -12.97 -17.24 0.00 -889.22 0.00 889.22 1,978.93 989A6 2,174.91 1,074.11 29.50 -4.75 0.835 72.00 -12.48 -17.09 0.00 -854.81 0.00 854.81 1,958.87 979A4 2127.37 1,050.63 31.52 4.95 0.820 1 W,!, i. •l :I l l .. X1 7 1 :; , J r• 1 latffi •• - .11 111 l 11 ... .. ♦ •: 1 ( 1 80.00 -11.04 -14.26 0.00 -721.84 0.00 721.84 1,429.12 714.56 1,514.60 748.00 40.52 -5.83 0.973 84.00 -10.53 -13.97 0.00 -664.79 0.00 664.79 1,407.61 703.80 1,455.10 718.62 45.59 -6.28 0.933 88.00 -10.04 -13.74 0.00 -608.91 0.00 608.91 1,385.44 692.72 1,396.05 689.46 51.03 -6.72 0.891 90.00 -9.63 -12.99 0.00 -5581.44 0.00 581 A4 1,374.10 687.05 1,366.71 674.97 53.89 -6.95 0.869 92.00 -9.38 -12.78 0.00 -555.47 0.00 555A7 1,362.60 681.30 1,337.50 660.54 56.84 -7.17 0.848 96.00 -8.91 -12.48 0.00 -604.36 0.00 504.36 1,339.09 669.55 1,279.51 631.90 63.02 -7.61 0.805 100.00 -8.46 -12.18 0.00 454.44 0.00 454.44 1,314.92 657.46 1,222.13 603.56 69.55 -8.03 0.760 104.00 -8.02 -11.88 0.00 405.73 0.00 405.73 1,290.09 645.04 1,165.41 575.55 76.44 -8.44 0.711 108.00 -7.60 -11.64 0.00 -358.21 0.00 358.21 1,264.59 632.29 1,109.40 547.89. 83.66 -8.84 0.660 110.00 -7.39 -11.49 0.00 -334.89 0.00 334.89 1,247.12 623.56 1,077.79 532.28 87.40 -9.04 0.635 110.00 -7.39 -11.49 0.00 -334.89 0.00 334.89 846.54 423.27 735.95 363A6 87.40 -9.04 0.931 112.00 -7.21 -11.29 0.00 -311.95 0.00 311.95 839A8 419.74 718.89 355.03 91.20 -9.23 0.888 116.00 -6.86 -11.02 0.00 -266.77 0.00 266.77 824.83 412A2 684.84 338.22 99.11 -9.71 0.798 120.00 -6.53 -10.74 0.00 -222.70 0.00 222.70 809.52 404.76 651.02 321.51 107.40 -10.15 0.701 124.00 -6.22 -10.55 0.00 -179.73 0.00 179.73 793.55 396.77 617A7 304.95 116.04 -10.55 0.598 125.00 5.37 -8.89 0.00 -169.18 0.00 169.18 789.45 394.72 609.14 300.83 118.24 -10.65 0.570 128.00 5.17 -8.65 0.00 -142.51 0.00 142.51 776.91 388.45 584.27 288.55 124.98 -10.91 0.501 132.00 4.93 -8.38 0.00 -107.90 0.00 107.90 759.60 379.80 551.44 272.34 134.20 -11.22 OA03 136.00 4.68 -8.18 0.00 -74.40 0.00 74.40 741.63 370.81 519.06 256.34 143.65 -11.46 0.297 137.00 -2.95 4.89 0.00 56.21 0.00 66.21 737.03 368.51 511.04 252.38 146.04 -11.51 0.267 140.00 -2.82 4.66 0.00 51.55 0.00 51.55 722.99 361.49 487.16 240.59 153.27 -11.65 0.218 144.00 -2.65 4.39 0.00 32.93 0.00 32.93 701.05 350.53 454.10 224.26 163.03 -11.79 0.151 Page: 7 Site Number: 82610 Code: ANSIRIA-222-G 02007-2016byATCIPLLC Allrightsmsewed. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23AI PM Customer: Verizon Wireless Load Case: 1.21)+ 1.6W 85 mph with No Ice 31 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 14a 00 -2.46 -4.18 0.00 -15.38 0.00 15.38 673.16 336.58 418.48 206.67 172.88 -11.88 0.078 150.00 0.00 0.00 0.00 0.00 0.00 0.00 659.21 329.61 401.21 196.14 nz.6-s -11.x1 u.000 150.00 0.00 0.00 i I 0.00 0.00 0.00 0.00 659.19 329.60 401.19 198.13 177.84 -11.91 0.000 Page: 8 Site Number: 82610 Site Name: Oroville CA2, CA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: 65392625 02007-2016byATCIPLLC. AIlrlghtsresewed. 5/2/20162:23A1 PM Load Case: 0.91)+ 1.6W 85 mph with No Ice (Reduced DL) 31 iterations Gust Response Factor : 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Bev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (Ib -ft) (Ib -ft) (lb) (lb) (lb) (lb) (lb) (lb -ft) (lb) 0.00 201.7 0.0 0.0 0.0 201.7 0.0 0.0 0.0 4.00 400.1 542.7 51.5 327.7 451.6 870.4 0.0 0.0 8.00 296.2 533.5 51.5 327.7 347.7 861.2 0.0 0.0 10.00 Appertunance(s) 194.9 263.3 2.4 0.0 0.0 0.5 25.8 163.9 223.0 427.6 0.0 0.0 12.00 288.5 260.9 25.8 163.6 314.3 424.5 0.0 0.0 16.00 386.7 514.9 51.6 327.2 438.2 842.1 0.0 0.0 20.00 395.1 505.7 52.5 327.2 447.6 832.8 0.0 0.0 24.00 403.2 496.4 53.6 327.2 456.8 823.5 0.0 0.0 28.00 383.2 487.1 54.6 327.2 437.7 814.3 0.0 0.0 31.50 Bot - Section 2 206.0 419.0 48.5 286.5 254.5 705.6 0.0 0.0 32.00 219.7 108.9 6.9 40.6 226.6 149.5 0.0 0.0 35.67 Top - Section 1 -711.0 796.6 51.5 300.2 262.5 1,096.8 0.0 0.0 36.00 ',229.3 32.6 4.7 27.0 234.0 59.6 0.0 0.0 40.00 424.0- 391.2 56.8 327.2 480.8 718.4 0.0 0.0 44.00 291.7 383.5 57.4 327.2 349.1 710.7 0.0 0.0 45.50 Relnf. Top 211.9 141.8 21.7 122.7 233.6 264.5 0.0 0.0 48.00 238.2 233.9 36.3 54.2 274.4 288.1 0.0 0.0 50.00 Appertunance(s) 211.3 185.0 1,608.6 0.0 0.0 225.9 29.2 43.3 1,849.1 454.2 0.0 0.0 52.00 280.8 183.1 29.3 42.4 310.1 225.5 0.0 0.0 56.00 349.4 360.3 0.0 84.9 349.4 445.2 0.0 0.0 60.00 Appertunance(s) 346.9 352.6 531.1 0.0 0.0 178.2 0.0 84.9 878.0 615.6 0.0 0.0 64.00 343.9 344.9 0.0 84.9 343.9 429.7 0.0 0.0 68.00 256.2 337.1 0.0 84.9 256.2 422.0 0.0 0.0 70.00 Bot - Section 3 170.9 165.9 0.0 42.5 170.9 208.4 0.0 0.0 72.00 150.2 297.0 0.0 42.4 150.2 339.4 0.0 0.0 73.50 Top - Section 2 128.1 221.3 0.0 31.9 128.1 253.2 0.0 0.0 75.00 Appertunance(s) 106.2 98.2 354.1 0.0 0.0 47.7 0.0 31.7 460.3 177.7 0.0 0.0 76.00 210.9 65.1 0.0 20.9 210.9 86.1 0.0 0.0 80.00 Appertunance(s) 334.6 256.7 1,775.9 0.0 0.0 225.9 0.0 83.7 2,110.5 566.3 0.0 0.0 84.00 329.9 250.5 0.0 81.9 329.9 332.4 0.0 0.0 88.00 244.7 244.4 0.0 81.9 244.7 326.2 0.0 0.0 90.00 Appertunance(s) 161.2 119.9 578.5 0.0 0.0 178.2 0.0 40.9 739.6 339.0 0.0 0.0 92.00 238.7 118.3 0.0 40.9 238.7 159.2 0.0 0.0 96.00 314.2 232.0 0.0 81.9 314.2 313.9 0.0 0.0 100.00 '.. 308.4 225.8 0.0 81.9 308.4 307.7 0.0 0.0 104.00 302.4 219.6 0.0 81.9 302.4 301.5 0.0 0.0 108.00 223.5 213.4 0.0 81.9 223.5 295.3 0.0 0.0 110.00 Top - Section 3 146.5 104.6 0.0 41.0 146.5 145.6 0.0 0.0 112.00 216.0 77.2 0.0 40.9 216.0 118.1 0.0 0.0 116.00 283.3 151.3 0.0 81.9 283.3 233.1 0.0 0.0 120.00 276.5 146.6 0.0 81.9 276.5 228.5 0.0 0.0 124.00 170.1 142.0 0.0 81.9 170.1 223.9 0.0 0.0 125.00 Appertunance(s) 133.0 34.8 1,363.3 0.0 0.0 780.3 0.0 20.5 1,496.3 835.5 0.0 0.0 128.00 228.9 102.6 0.0 47.9 228.9 150.5 0.0 0.0 132.00 '.. 255.2 132.7 0.0 63.9 255.2 196.6 0.0 0.0 136.00 156.6 128.1 0.0 63.9 156.6 192.0 0.0 0.0 137.00 Appertunance(s) 122.0 31.3 2,770.6 0.0 0.0 1,713.1 0.0 16.0 2,892.6 1,760.4 0.0 0.0 140.00 209.3 92.2 0.0 31.5 209.3 123.7 0.0 0.0 Page: 9 Site Number: 82610 - Code: ANSUTIA-222-G (02007-2016byATCIPLLC. AffAghtsmsewed. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 223A3 PM Customer: Verizon Wireless Load Case: 0.91)+ 1.6W 85 mph with No Ice (Reduced DL) 31 Iterations Glut Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 144.00 232.5 118.8 0.0 42.0 232.5 160.9 0.0 0 0 150.00 Appertunance(s) 55.7 55.4 3,526.4 0.0 7,009.9 2,388.2 0.0 21.0 3,582.1 2,464.6 0.0 0.0 150.00 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 Totals: 25,869.3 23,477.8. 0.00 0.00 it it Page: 10 Site Number: 82610 Code: ANSIITIA-222-G' ®2007-20166yATCIP LLQ A/lm�fhtsme wed. Site Name: Oroville CA2, CA Engineering Number: 65392625 51212016 2:23A3 PM Customer: Verizon Wireless Load Case: 0.913+ 1.6W 85 mph with No Ice (Reduced DL) 31 iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces -8.59 -16.18 0.00 -778.21 0.00 778.21 1,455.07 727.53 1,589.53 Seg Pu " Vu Tu Mu Mu Resultant phi phi phi phi Total 0.00 762.03 Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation 0.00 (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -23.43 -25.71 0.00 -2,394.16 0.00 2,394.16 3,133.66 1,566.83 4,776.46 2,358.91 0.00 0.00 0.626 4.00 -22.47 -25.34 0.00 -2,291.32 0.00 2,291.32 3,099.89 1,549.95 4,644.15 2,293.57 0.09 -0.21 0.611 8.00 -21.54 -25.05 0.00 -2,189.96 0.00 2,189.96 3,065.46 1.532.73 4,512.63 2,228.62 0.35 -0.42 0.596 10.00 -21.07 -24.86 0.00 -2,139.87 0.00 2,139.87 3,047.99 1,524.00 4,447.18 2,196.30 0.55 -0.52 0.588 12.00 -20.58 -24.60 0.00 -2,090.15 0.00 2,090.15 3,030.36 1,515.18 4,381.95 2,164.08 0.79 -0.63 0.580 16.00 -19.66 -24.22 0.00 -1,991.77 0.00 1,991.77 2,994.60 1,497.30 4,252.14 2,099.97 1.41 -0.83 0.564 20.00 -18.75 -23.82 0.00 -1,894.90 0.00 1,894.90 2,958.17 1,479.09 4,123.28 2,036.33 2.20 -1.04 0.548 24.00 -17.85 -23.41 0.00 -1,799.61 0.00 1,799.61 2,921.08 1,460.54 3,995A7 1,973.18 3.16 -1.25 0.531 28.00 -16.97 -23.01 0.00. -1,705.95 0.00 ..1,705.95 2,883.32 1,441.66 3,868.57 1,910.54 4.29 -1.45 0.515 31.50 -16.23 -22.77 0.00 -1,625.32 0.00 1,625.32 2,849.70 1.424.85 3,758.39 1,856.13 5.42 -1.63 0.500 32.00 -16.05 -22.57 0.00 -1,614.01 0.00 1,614.01 2,844.89 1,422.45 3,742.84 1,848.45 5.59 -1.65 0.491 35.67 -14.92 -22.30 0.00 -1,531.19 0.00 1,531.19 2,231.06 1,115.63 2,951.36 1,457.57 6.93 -1.83 0.553 36.00 -14.82 -22.09 0.00 -1,523.83 0.00 1,523.83 2,228.86 1,114.43 2,943.67 1,453.77 7.06 -1.85 0.551 40.00 -14.04 -21.64 0.00 -1,435.46 0.00 1,435A6 2,201.96 1,100.98 2,850.72 1,407.86 8.70 -2.06 0.529 44.00 -13.30 -21.29 0.00 -1,348.92 0.00 1,348.92 2,174.39 1,087.19 2,768.32 1,362.23 10.51 -2.26 0.507 45.50 -13.00 -21.07 0.00 -1,316.98 0.00 1,316.98 2,163.88 1,081.94 2,723.83 1,345.20 11.23 -2.34 0.499 45.50 -13.00 -21.07 0.00 -1,316.98 0.00 1,316.98 2,163.88 1,081.94 2,723.83 1,345.20 11.23 -2.34 0.985 48.00 -12.67 -20.82 0.00 -1,264.29 0.00 1,264.29 2,146.16 1,073.08 2,666.54 1,316.90 12.49 -2.47 0.966 50.00 -12.23 -19.00 0.00 -1,222.65 0.00 1,222.65 2,131.78 1,065.89 2,620.89 1,294.36 13.57 -2.67 0.951 52.00 -11.92 -18.74 0.00 -1,184.65. 0.00 1,184.65 2,117.25 1,058.62 2,575.42 1,271.90 14.73 -2.87 0.937 56.00 -11.37 -18.45 0.00 -1,109.69 0.00 1,109.69 2,087.68 1,043.84 2,486.02 1,227.26 17.30 3.26 0.910 60.00 -10.69 -17.61 0.00 -1,035.90 0.00 1,035.90 2,057.45 1,028.72 2,395.38 1,182.99 20.19 3.65 0.881 64.00 -10.16 -17.30 0.00 -965.48 0.00 965.48 2,026.55 1,013.28 2,306.56 1,139.12 23.42 -4.05 0.853 68.00 -9.68 -17.07 0.00 -896.27 0.00 896.27 1,994.99 997.49 2,218.61 1,095.69 26.97 -0.43 0.823 70.00 -9.42 -16.91 0.00 -862.08 0.00 862.08 1,978.93 989.46 2,174.91 1,074.11 28.88 -4.63 0.808 75.00 -8.59 -16.18 0.00 -778.21 0.00 778.21 1,455.07 727.53 1,589.53 785.01 33.98 5.12 0.998 76.00 -8.45 -16.00 0.00 -762.03 0.00 762.03 1,449.96 724.98 1,574.50 777.59 35.06 5.24 0.986 80.00 -7.98 -13.91 0.00 598.02 0.00 698.02 1,429.12 714.56 1,514.60 748.00 39.63 5.68 0.939 84.00 -7.58 -13.61 0.00 542.37 0.00 642.37 1,407.61 703.80 1,455.10 718.62 44.57 -6.11 0.900 88.00 -7.20 -13.37 0.00 587.95 0.00 587.95 1,385.44 692.72 1,396.05 689A6 49.86 5.55 0.858 90.00 -6.91 -12.62 0.00 561.21 0.00 561.21 1,374.10 687.05 1,366.71 674.97 52.65 5.76 0.837 92.00 -6.71 -12.40 0.00 535.97 0.00 535.97 1,362.60 681.30 1,337.50 660.54 55.52 5.98 0.817 96.00 5.35 -12.10 0.00 -486.37 0.00 486.37 1,339.09 669.55 1,279.51 631.90 61.53 -7.40 0.775 100.00 5.00 -11.79 0.00 -437.98 0.00 437.98 1,314.92 657.46 1,222.13 603.56 67.89 -7.81 0.731 104.00 5.67 -11.49 0.00 390.81 0.00 390.81 1,290.09 645.04 1,165A1 575.55 74.58 -8.20 0.684 108.00 5.35 -11.25 0.00 344.85 0.00 344.85 1,264.59 632.29 1,109A0 547.89 81.59 -8.59 0.634 110.00 5.19 -11.10 0.00 322.30 0.00 322.30 1,247.12 623.56 1,077.79 532.28 85.22 -8.78 0.610 110.00 5.19 -11.10 0.00 322.30 0.00 322.30 846.54 423.27 735.95 363.46 85.22 -8.78 0.894 112.00 5.05 -10.90 0.00 300.13 0.00 300.13 839.48 419.74 718.89 355.03 88.92 -8.97 0.852 116.00 -4.78 -10.62 0.00 -256.53 0.00 256.53 824.83 412.42 684.84 338.22 96.60 -9.42 0.765 120.00 -4.53 -10.34 0.00 -214.05 0.00 214.05 809.52 404.76 651.02 321.51 104.64 -9.85 0.672 124.00 -4.30 -10.15 0.00 -172.68 0.00 172.68 793.55 396.77 617.47 304.95 113.02 -10.23 0.572 125.00 3.72 -8.54 0.00 -162.53 0.00 162.53 789.45 394.72 609.14 300.83 115.16 -10.33 0.545 128.00 3.57 -8.31 0.00 -136.90 0.00 136.90 776.91 388.45 584.27 288.55 121.69 -10.58 OA79 132.00 3.39 -8.04 0.00 -103.66 0.00 103.66 759.60 379.80 551.44 272.34 130.63 -10.87 0.386 136.00 3.21 -7.85 0.00 -71.52 0.00 71.52 741.63 370.81 519.06 256.34 139.79 -11.11 0.284 137.00 -2.03 -4.68 0.00 53.66 0.00 63.66 737.03 368.51 511.04 252.38 142.11 -11.16 0.255 140.00 -1.94 .4.45 0.00 -09.63 0.00 49.63 722.99 361A9 487.16 240.59 149.12 -11.29 0.209 144.00 -1.82 -0.20 0.00 -31.81 0.00 31.81 701.05 350.53 454.10 224.26 158.57 -11.42 0.145 Page: 11 Site Number: 82610 Code: ANSI171A-222-G 02007-2016byATC1PLLC A/ldghtsmsemed. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23A4 PM Customer: Verizon Wireless Load Case: 0.913+ 1.6W 85 mph with No Ice (Reduced DL) 31 Iterations Gust Response Factor: 1.10 Wind Importance Factor :1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 148.00 -1.70 4.00 0.00 -15.01 0.00 15.01 673.16 336.58 418.48 206.67 168.12 -11.51 0.075 lbu.uu u.uu u.uu u.0u 0.0u 0.00 0.00 150.00 0.00 0.00 0.00 0.00 0.00 0.00 Page: 12 659.21 329.61 401.21 198.14 172.92 -11.54 0.000 659.19 329.60 .401.19 198.13 172.93 -11.54 0.000 Site Number: 82610 Code: ANSI/TIA-222-G 02007-2016byATC1PLLC Allrightsreserved. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23A4 PM Customer: Verizon Wireless Shaft Forces Discrete Forces Load Case: 1.01)+ 1.OW Serviceability 60 mph 29 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 i -- Applied Segment Forces Summary 0.0 0.0 62.8 0.0 0.0 Shaft Forces Discrete Forces Linear Forces Sum of Forces 22.7 Seg 147.3 Dead Torsion Moment Dead Dead Dead Torsion Moment Bev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (Ib -ft) (Ib -ft) (lb) (lb) (lb) (lb) (Ib) (Ib -ft) (lb) 0.00 4.00 8.00 10.00 Appertunance(s) 12.00 16.00 20.00 24.00 28.00 31.50 Sot - Section 2 32.00 35.67 Top - Section 1 36.00 40.00 44.00 45.50 Relnf. Top 48.00 50.00 Appertunance(s) 52.00 56.00 60.00 Appertunance(s) 64.00 68.00 70.00 Bot - Section 3 72.00 73.50 Top - Section 2 75.00 Appertunance(s) 76.00 80.00 Appertunance(s) 84.00 88.00 90.00 Appertunance(s) 92.00 96.00 100.00 104.00 108.00 110.00 Top - Section 3 112.00 116.00 120.00 124.00 125.00 Appertunance(s) 128.00 132.00 136.00 137.00 Appertunance(s) 140.00 62.8 0.0 0.0 0.0 62.8 0.0 0.0 124.6 603.0 22.7 364.1 147.3 967.2 0.0 92.2 592.7 22.7 364.1 115.0 956.9 0.0 60.7 292.5 0.7 0.0 0.0 0.6 11.4 182.1 72.8 475.2 0.0 89.9 289.9 11.4 181.8 101.2 471.7 0.0 120.4 572.1 22.7 363.5 143.2 935.7 0.0 123.1 561.8 23.2 363.5 146.2 925.4 0.0 125.6 551.5 23.7 363.5 149.2 915.1 0.0 119.3 541.2 24.1 363.5 143.4 904.7 0.0 64.2 465.6 21.4 318.4 85.5 783.9 0.0 68.4 121.0 3.1 45.1 71.5 166.1 0.0 65.7 885.1 22.7 333.5 88.4 1,218.6 0.0 71.4 36.2 2.1 30.0 73.5 "> 66.2 0.0 132.0 434.7 25.1 363.5 157.1 .--798.2 0.0 90.8 426.1 25.3 363.5 116.1"' 789.6 0.0 66.0 157.6 9.6 136.3 75.6 293.9 0.0 74.2 259.9 16.0 60.2 90.2 320.1 0.0 65.8 205.5 500.9 0.0 0.0 251.0 12.9 48.2 579.6 504.7 0.0 87.4 203.4 12.9 47.1 100.4 250.5 0.0 108.8 400.4 0.0 94.3 108.8 494.6 0.0 108.0 391.8 165.4 0.0 0.0 198.0 0.0 94.3 273.4 684.0 0.0 107.1 383.2 0.0 94.3 107.1 477.5 0.0 79.8 374.6 0.0 94.3 79.8 468.9 0.0 53.2 184.4 0.0 47.2 53.2 231.6 0.0 46.8 330.0 0.0 47.1 46.8 377.1 0.0 39.9 245.9 0.0 35.4 39.9 281.4 0.0 33.1 109.1 110.3 0.0 0.0 53.0 0.0 35.3 143.4 197.4 0.0 65.7 72.4 0.0 23.2 65.7 95.6 0.0 104.2 285.2 553.1 0.0 0.0 251.0 0.0 93.0 657.3 629.2 0.0 102.7 278.4 0.0 91.0 102.7 369.3 0.0 76.2 271.5 0.0 91.0 76.2 362.5 0.0 50.2 133.2 180.1 0.0 0.0 198.0 0.0 45.5 230.3 376.7 0.0 74.4 131.5 0.0 45.5 74.4 176.9 0.0 97.8 257.8 0.0 91.0 97.8 348.7 0.0 96.0 250.9 0.0 91.0 96.0 341.9 0.0 94.2 244.0 0.0 91.0 94.2 335.0 0.0 69.6 237.2 0.0 91.0 69.6 328.1 0.0 45.6 116.2 0.0 45.6 45.6 161.8 0.0 67.3 85.8 0.0 45.4 67.3 131.2 0.0 88.2 168.1 0.0 91.0 88.2 259.0 0.0 86.1 162.9 0.0 91.0 86.1 253.9 0.0 53.0 157.8 0.0 91.0 53.0 248.7 0.0 41.4 38.6 424.6 0.0 0.0 867.0 0.0 22.7 466.0 928.4 0.0 71.3 114.0 0.0 53.2 71.3 167.2 0.0 79.5 147.5 0.0 71.0 79.5 218.4 0.0 48.8 142.3 0.0 71.0 48.8 213.3 0.0 38.0 34.8 862.8 0.0 0.0 1,903.5 0.0 17.7 900.8 1,956.0 0.0 65.2 102.4 0.0 35.0 65.2 137.4 0.0 Page: 13 Site Number: 82610 Code: ANSIMA-222-G 02007-2016byATCIPLLC A11Vh1smserved. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23AG PM Customer: Verizon Wireless Load Case: 1.OD+1.OW Serviceability 60 mph 29 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 144.00 72.4 132.0 n.0 46.7 724 17R R n n n n 148.00 52.9 126.9 0.0 46.7 52.9 173.6 0.0 0.0 150.00 Appertunance(s) 17.4 61.5 1,098.2 0.0 2,183.0 2,653.6 0.0 23.4 1,115.5 2,738.5 0.0 0.0 150.00 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 ` Totals: 8,148.17 26,086.5 0.00 0.00 Page: 14 Site Number: 82610 Site Name: Oroville CA2, CA Customer: Verizon Wireless Code: ANSIITIA-222-G Engineering Number: 65392625 02007-2016byATCIPLLC Alldghfsresemed. 5/2/2016 2:23A6 PM Load Case: 1.01)+ 1.OW Serviceability 60 mph 29 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor : 1.00 Calculated Forces Seg Pu Vu Bev FY(-) FX (-) (ft) (kips) (kips) Tu MY (ft -kips) Mu Mu Mz MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi phi' `° phi phi Pn Vn Tn Mn (kips) (kips) (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -26.08 -8.10 0.00 -755.12 0.00 755.12 3,133.66 1,566.83 4,776.46 2,358.91 0.00 0.00 0.202 4.00 -25.11 -7.98 0.00 -722.73 0.00 722.73 3,099.89 1,549.95 4,644.15 2,293.57 0.03 -0.07 0.197 8.00 -24.14 -7.88 0.00 -690.81 0.00 690.81 3,065.46 1,532.73 4,512.63 2,228.62 0.11 -0.13 0.192 10.00 -23.66 -7.82 0.00 -675.04 0.00 675.04 3,047.99 1,524.00 4,447.18 2,196.30 0.17 -0.16 0.189 12.00 -23.18 -7.74 0.00 -659.39 0.00 659.39 3,030.36 1,515.18 4,381.95 2,164.08 0.25 -0.20 0.187 16.00 -22.24 -7.62 0.00 -628.42 0.00 628.42 2,994.60 1,497.30 4,252.14 2,099.97 0.44 -0.26 0.182 20.00 -21.31 -7A9 0.00 -097.94 0.00 597.94 2,958.17 1,479.09 4,123.28 2,036.33 0.69 -0.33 0.176 24.00 -20.39 -7.36 0.00 -067.97 0.00 567.97 2,921.08 1,460.54 3,995.41 1,973.18 1.00 -0.39 0.171 28.00 -19.47 -7.23 0.00 -538.53 0.00 538.53 2,883.32 1,441.66 3,868.57 1,910.54 1.35 -0A6 0.166 31.50 -18.69 -7.15 0.00 513.20 0.00 513.20 2,849.70 1,424.85 3,758.391.856.13 1.71 -0.51 0.161 32.00 -18.52 -7.09 0.00 509.64 0.00 509.64 2,844.89 1,422.45 3,742.841,848A5 1.76 -0.52 0.158 35.67 -17.30 -7.00 0.00 .483.64 0.00 483.64 2,231.06 1,115.53 2,951.36 1,457.57 2.19 -0.58 0.178 36.00 -17.23 -6.93 0.00 -481.33 0.00 481.33 2,228.86 1,114.43 2,943.67 1,453.77 2.23 -0.58 0.178 40.00 -16A2 5.79 0.00 -453.59 0.00 453.59 2,201.96 1,100.98 2,850.72 1,407.86 2.74 -0.65 0.171 44.00 -15.63 5.67 0.00 -426.45 0.00 426A5 2,174.39 1,087.19 2,758.32 1,362.23 3.32 -0.71 0.164 45.50 -15.33 .6.60 0.00 -416.44 0.00 416A4 2,163.88 1,081.94 2,723.83 1,345.20 3.54 -0.74 0.161 45.50 -15.33 5.60 0.00 -416.44 0.00 416.44 2,163.881,081.94.2,723.831,345.20 3.54 -0.74 0.317 48.00 -15.01 -6.52 0.00 -399.94 0.00 399.94 2,146.151,073.08'2,666.541,316.90 3.94 -0.78 0.311 50.00 -14.50 5.95 0.00 -386.90 0.00 386.90 2,131.78 1,065.89 2,620.89 1,294.36 4.28 -0.84 0.306 52.00 -14.25 5.87 0.00 -375.00 0.00 375.00 2,117.25 1,058.62 2,676A2 1,271.90 4.65 -0.91 0.302 56.00 -13.74 5.78 0.00 351.52 0.00 351.52 2,087.68 1,043.84 2,485.02 1,227.26 5.46 -1.03 0.293 60.00 -13.05 5.52 0.00 328.39 0.00 328.39 2,057.45 1,028.72 2,396.38 1,182.99 6.38 -1.15 0.284 64.00 -12.56 5A3 0.00 -306.29 0.00 306.29 2,026.55 1,013.28 2,306.56 1.139.12 7AO -1.28 0.275 68.00 -12.09 5.36 0.00 -284.55 0.00 284.55 1,994.99 997.49 2,218.61 1,095.69 8.52 -1.40 0.266 70.00 -11.85 5.32 0.00 -273.81 0.00 273.81 1,978.93 989.46 2,174.91 1,074.11 9.12 -1.47 0.261 72.00 -11.47 5.27 0.00 -263.19 0.00 263.19 1,958.87 979.44 2,127.37 1,050.63 9.75 -1.53 0.256 73.50 -11.19 5.23 0.00 -255.27 0.00 255.27 1,462.63 731.32 1,612.06 796.14 10.24 -1.57 0.328 75.00 -10.99 5.09 0.00 -247.44 0.00 247.44 1,455.07 727.53 1,589.53 785.01 10.74 -1.62 0.323 76.00 -10.89 5.04 0.00 -242.34 0.00 242.34 1,449.96 724.98 1,574.50 777.59 11.08 -1.66 0.319 80.00 -10.27 -4.39 0.00 -222.18 0.00 222.18 1A29.12 714.56 1,514.60 748.00 12.53 -1.80 0.304 84.00 -9.89 -4.30 0.00 -204.62 0.00 204.62 1,407.61 703.80 1,455.10 718.62 14.10 -1.94 0.292 88.00 -9.52 -4.23 0.00 -187.42 0.00 187A2 1,385.44 692.72 1,396.05 689.46 15.78 -2.07 0.279 90.00 -9.15 3.99 0.00 -178.97 0.00 178.97 1,374.10 687.05 1,366.71 674.97 16.66 -2.14 0.272 92.00 5.97 3.93 0.00 -170.98 0.00 170.98 1,362.60 681.30 1,337.50 660.54 17.57 -2.21 0.265 96.00 5.62 -3.84 0.00 -155.26 0.00 155.26 1,339.09 669.55 1,279.51 631.90 19.48 -2.35 0.252 100.00 5.27 3.75 0.00 -139.91 0.00 139.91 1,314.92 657.46 1,222.13 603.56 21.50 -2.48 0.238 104.00 -7.93 3.65 0.00 -124.93 0.00 124.93 1,290.09 645.04 1,165A1 575.55 23.63 -2.60 0.223 108.00 -7.60 3.58 0.00 -110.31 0.00 110.31 1,264.59 632.29 1,109.40 547.89 25.87 -2.73 0.207 110.00 -7.44 3.54 0.00 -103.14 0.00 103.14 1,247.12 623.56 1,077.79 532.28 27.02 -2.79 0.200 110.00 -7.44 3.54 0.00 -103.14 0.00 103.14 846.54 423.27 735.95 363.46 27.02 -2.79 0.293 112.00 -7.31 3.48 0.00 -96.08 0.00 96.08 839.48 419.74 718.89 355.03 28.20 -2.85 0.279 116.00 -7.04 3.39 0.00 52.17 0.00 82.17 824.83 412.42 684.84 338.22 30.65 -2.99 0.252 120.00 5.79 3.31 0.00 58.61 0.00 68.61 809.52 404.76 651.02 321.51 33.22 3.13 0.222 124.00 5.54 3.25 0.00 55.37 0.00 55.37 793.55 396.77 617A7 304.95 35.89 3.25 0.190 125.00 5.63 -2.74 0.00 52.12 0.00 52.12 789.45 394.72 609.14 300.83 36.58 3.28 0.180 128.00 5.47 -2.66 0.00 -43.91 0.00 43.91 776.91 388.45 584.27 288.55 38.66 3.36 0.159 132.00 5.25 -2.58 0.00 33.25 0.00 33.25 759.60 379.80 551.44 272.34 41.52 3A6 0.129 136.00 5.04 -2.52 0.00 -22.93 0.00 22.93 741.63 370.81 519.06 256.34 44A5 3.53 0.096 137.00 -3.14 -1.50 0.00 -20A1 0.00 20.41 737.03 368.51 511.04 252.38 45.19 3.55 0.085 140.00 -3.01 -1.43 0.00 -15.90 0.00 15.90 722.99 361.49 487.16 240.59 47A3 3.59 0.070 144.00 -2.83 -1.35 0.00 -10.16 0.00 10.16 701.05 350.53 454.10 224.26 50.46 3.63 0.049 Page: 15 Site Number. 82610 Site Name: Oroville CA2, CA Customer: Verizon Wireless Code: ANSIrrIA-222-G 02007-2016byATCIPLLC. Mthtsreserved. Engineering Number: 65392625 5/2/2016 2:23A6 PM Load Case: 1.013+1.OW Serviceability 60 mph 29 Iterations Gust Response Factor: 1.10 Wind Importance Factor :1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 IAS -00 -2.66 -129 000 -A 76 non A79 A7 -11A 33658 d18 68 206 A7 5352 3A6 nn27 150.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 0.00 0.00 0.00 0.00 0.00;`- 0.00 V ' Page: 16 659.21 329.61 401.21 198.14 55.05 3.67 0.000 659.19 329.60 401.19 198.13 55.06 -3.67 0.000 Site Number. 82610 Code: ANSIrrIA-222-G 02007-2016byATC1PLLC A/inghtsmsewed. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 223:46 PM Customer: Verizon Wireless Eaulvalent Lateral Forces Method Analvsls (Based on ASCE?-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S,): 0.59 Spectral Response Acceleration at 1.0 Second Period (S,): 0.26 Long -Period Transition Period (TL): 16 Importance Factor 00: 1.00 Site Coefficient F,: 1.33 Site Coeffleclent F,,: 1.88 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (Sd,): 0.52 Design Spectral Response Acceleration at 1.0 Second Period (Shc): 0.32 Seismic Response Coefficient (C,): 0.07 Upper Lim R C, 0.07 Lower Lim It C, 0.03 Period based on Rayleigh Method (sec): 3.00 Redundancy Factor (p): 1.30 Seismic Force Distribution Exponent (k): 2.00 Total Unfactored Dead Load: "•!. ,. 26.09 k Seismic Base Shear (E): 2.45 k Page: 17 Site Number: 82610 ` Site Name: Oroville CA2, CA Customer: Verizon Wireless Code: "ANSIrrIA-222-G Engineering Number: 65392625 Equivalent Modal Forces Analysis 02007-2016byATCIPLLC Alinghtsrewwed. (Based on ASCE/-10 Chapters 11,12 & 15 and ANSUTIA-G, section 2.7) Spectral Response Acceleration for Short Period (S,): 0.59 Spectral Response Acceleration at 1.0 Second Period (S,): 0.26 Importance Factor (1,): 1.00 Site Coefficient F,: 1.33 Site Coefficle nt F, - 1.88 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (Sd,): 0.52 Desing Spectral Response Acceleration at 1.0 Second Period (Sdt ): 0.32 Period Based on Rayleigh Method (sec): - 3.00 Redundancy Factor (p): 1.30 5/2/2016 2:23A6 PM Load Case (1.2 + 0.2Sds) . DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 51 150.00 -` 0: 1.890 1.980 1.140 0.990 0 0 50 149.00 `'! 185 .. 1.865 1.850 1.093 0.946 70 68 49 146.00 - 114 1.790 1.496 0.961 0.820 123 138 48 142.00 179 1.694 1.099 0.805 0.664 103 142 47 138.50 137 1.611 0.814 0.685 0.540 64 109 46 136.50 53 1.565 0.674 0.624 0.474 22 42 45 134.00 213 1.508 0.522 0.553 0.397 73 170 44 130.00 218 1.420 0.322 0.452 0.284 64 174 43 126.50 167 1.344 0.186 0.376 0.197 29 133 42 124.50 61 1.302 0.123 0.338 0.152 8 49 41 122.00 249 1.250 0.057 0.294 0.100 22 198 40 118.00 254 1.170 -0.022 0.233 0.028 6 202 39 114.00 259 1.092 -0.075 0.182 -0.030 .7 206 38 111.00 131 1.035 .0.099 0.149 4.066 .7 104 37 109.00 162 0.998 -0.110 0.130 -0.085 -12 129 36 106.00 328 0.944 -0.120 0.105 -0.107 -31 261 35 102.00 335 0.874 -0.121 0.078 -0.126 -36 266 34 98.00 342 0.807 -0.113 0.056 -0.130 -39 272 33 94.00 349 0.742 -0.099 0.039 -0.122 -37 277 32 91.00 177 0.696 -0.086 0.029 -0.108 -17 141 31 89.00 179 0.665 -0.076 0.024 -0.096 -15 142 30 86.00 362 0.621 -0.061 0.017 -0.072 -23 288 29 82.00 369 0.565 -0.040 0.011 -0.035 -11 294 28 78.00 378 0.511 -0.020 0.008 0.004 1 301 27 75.50 96 0.479 -0.008 0.006 0.028 2 76 26 74.25 144 0.463 -0.003 0.006 0.040 5 115 25 72.75 281 0.445 0.003 0.006 0.053 13 224 24 71.00 377 0.423 0.011 0.006 0.068 22 300 23 69.00 232 0.400 0.018 0.007 0.083 17 184 22 66.00 469 0.366 0.028 0.008 0.102 42 373 21 62.00 477 0.323 0.040 0.010 0.121 50 380 20 58.00 486 0.283 0.049 0.014 0.134 57 387 19 54.00 495 0.245 0.056 0.018 0.141 61 393 18 51.00 251 0.218 0.060 0.021 0.144 31 199 Page: 18 Site Number: 82610 Site Name: Oroville CA2, CA Customer: Verizon Wireless Engineering Code: Number: ANSOTIA-222-G 8 65392625 2007-2016byATCIPLLC. All lights reserved. 5/2/2016 2:23A6 PM 17 49.00 254 0.202 0.063 0.023 0.145 32 202 16 46.75 320 0.184 0.065 0.025 0.145 40 255 15 44.75 294 0.168 0.066 0.028 0.145 37 234 14 42.00 790 0.148 0.068 0.030 0.144 98 628 13 38.00 798 0.121 0.070 0.034 0.141 98 635 12 35.83 66 0.108 0.071 0.036 0.140 8 53 11 33.83 1,219 0.096 0.071 0.038 0.138 - 146 969 10 31.75 166 0.085 0.071 0.039 0.137 20 132 9 29.75 784 0.074 0.072 0.040 0.136 92 624 8 26.00 905 0.057 0.071 0.042 0.133 104 720 7 22.00 915 0.041 0.070 0.042 0.129 103 728 6 18.00 925 0.027 0.067 0.040 0.124 100 736 5 14.00 936 0.016 0.062 0.036 0.116 94 744 4 11.00 472 0.010 0.055 0.032 0.106 43 375 3 9.00 475 0.007 0.049 0.028 0.097 40 378 2 6.00 957 0.003 0.037 0.021 0.078 64 761 1 2.00 967 0.000 0.015 0.008 0.034 29 769 Ericsson RRUS 32172 150.00 152 1.890 1.980 1.140 0.990 _ 130 121 Raycap RxxDC-3315-PF 150.00 32 1.890 1.980 1.140 0.990 27 25 Ericsson RRUS12 BOA 150.00 172 1.890 1.980 1.140 0.990 147 137 Commscope SBNHH- 150.00 298 1.890 1.980 1.140 0.990 255 237 Flat Platform w/ Han 150.00 2,000 1.890 1.980 1.140 0.990 1,716 1,591 Power Junction Cylin 137.00 10 1.577 0.708 0.639 0.491 4 8 Fiber Junction Cylin 137.00 10 1.577 0.708 0.639 0.491 4 8 Samsung 8T8R2.5G ra 137.00 66 1.577 0.708 0.639 0.491 28 53 Samsung RRH-V3 (2.6G 137.00 178 1.577 0.708 0.639 0.491 76 142 Samsung 1.9GHz RRH 137.00 357 1.577 0.708 0.639 0.491 152 284 Samsung 800MHz RRH2 137.00 155 1.577 0.708 0.639 0.491 66 123 WNW Er-X-WM-18-65-8P 137.00 109 1.577 0.706 0.639 0.491 46 - 87 RFS APXV 9ERR18-C 137.00 100 1.577 ' 0.706 0.639 0.491 43 80 IWW Er.X.TS-70-15-62 137.00 168 _ 1.577 .- 0.708 0.639 0.491 71 133 Round T -Arm 137.00 750 1.577 0.708 0.639 0.491 319 597 RFS APL199016-42TO 125.00 24 1.312 0.138 0.347 0.163 3 19 CellMax CMA -6165211E 125.00 93 1.312 0.138 0.347 0.163 13 74 Round T -Arm 125.00 750 1.312 0.138 0.347 0.163 106 597 Gabriel PA-21B72GN-S 90.00 198 0.680 -0.081 0.026 .0.102 -18 158 Andrew PARX6-59W- 80.00 251 0.538 -0.030 0.009 -0.016 -3 200 Andrew VHLPX3-11W. 75.00 53 0.472 -0.006 0.006 0.033 2 42 Gabriel PA-21B72GN-S 60.00 198 0.302 0.045 0.012 0.129 22 156 Andrew PARX6-59W- 50.00 251 0.210 0.061 0.022 0.145 31 200 PCTEL GPS -TM G -26N 10.00 1 0.008 0.052 0.030 0.102 0 0 Page: 19 26,087 64.314 26.810 22.257 18.264 5,029 20,753 Load Case (1.2 + 0.2Sds)' DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 51 150.00 0 1.890 1.980 1.140 0.990 0 0 50 149.00 85 1.865 1.850 1.093 0.946 70 68 49 146.00 174 1.790 1.496 0.961 0.820 123 138 48 142.00 179 1.694 1.099 0.805 0.664 103 142 47 138.50 137 1.611 0.814 0.685 0.540 64 109 46 136.50 53 1.565 0.674 0.624 0.474 22 42 45 134.00 213 1.508 0.522 0.553 0.397 73 170 44 130.00 218 1.420 0.322 0.452 0.284 54 174 43 126.50 167 1.344 0.186 0.376 0.197 29 133 42 124.50 61 1.302 0.123 0.338 0.152 8 49 41 122.00 249 1.250 0.057 0.294 0.100 22 198 40 118.00 254 1.170 -0.022 0.233 0.028 6 202 39 114.00 259 1.092 -0.075 0.182 -0.030 -7 206 Page: 19 Site Number: 82610 Code: ANSIMA-222-G 02007-2016byATC1PLLC Alinghtsreserved. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23A6 PM Customer: Verizon Wireless 38 111.00 131 1.035 -0.099 0.149 -0.066 -7 104 37 109.00 162 0.998 -0.110 0.130 -0.085 -12 129 36 106.00 328 0.944 -0.120 0.105 -0.107 -31 261 35 102.00 335 0.874 -0.121 0.078 -0.126 -36 266 34 98.00 342 0.807 -0.113 0.056 -0.130 -39 272 33 94.00 349 , 0.742 -0.099 0.039 -0.122 -37 277 32 91.00 177 0.696 -0.086 0.029 -0.108 -17 141 31 89.00 179 0.665 -0.076 0.024 4.096 -15 142 30 86.00 362 0.621 -0.061 0.017 -0.072 -23 288 29 82.00 369 0.565 -0.040 0.011 -0.035 -11 294 28 78.00 378 0.511 -0.020 0.008 0.004 1 301 27 - 75.50 96 0.479 -0.008 0.006. 0.028 2 76 26 74.25 144 0.463 -0.003 0.006 0.040 5 115 25 72.75 281 0.445 0.003 0.006 0.053 13 224 24 71.00 377 0.423 0.011 0.006 0.068 22 300 23 69.00 232 0.400 0.018 0.007 0.083 17 184 22 66.00 469 0.366 0.028 0.008 0.102 42 373 21 62.00 477 0.323 0.040 0.010 0.121 50 380 20 58.00 486 0.283 0.049 0.014 0.134 57 387 19 54.00 495 0.245 0.056 0.018 0.141 61 393 18 51.00 251 0.218 0.060 0.021 0.144 31 199 17 49.00 254 0.202 0.063 0.023 0.145 32 202 16 46.75 320 - 0.184 0.065 0.025 0.145 40 255 15 44.75 294 0.168 0.066 0.028 0.145 37 234 14 42.00 790 0.148 0.068 0.030 0.144 98 628 13 38.00 798. 0.121 0.070 0.034. 0.141 98 635 12 35.83 66 0.108 0.071 0.036 0.140 8 53 11 33.83 1,219 0.096 0.071 0.038 0.138 146 969 10 31.75 166. 0.085 0.071 0.039 0.137 20 132 9P 29.75 784 0.074 0.072 0.040 0.136 92 624 8 '- 26.00 905 0.057 0.071 0.042 0.133 104 720 7't • 22.00 915 0.041 0.070 0.042 0.129 103 728 6 ��' -16.00 925 0.027 0.067 0.040 0.124 100 736 5 14.00 936 0.016 0.062 0.036 0.116 94 744 4 11.00 472 0.010 0.055 0.032 0.106 43 375 3 9.00 475 0.007 0.049 0.028 0.097 40 378 2 6.00 957 0.003 0.037 0.021 0.078 64 761 1 2.00 967 0.000 0.015 0.008 0.034 29 769 Ericsson RRUS 32172 150.00 152 1.890 1.980 1.140 0.990 130 121 Raycap RxxDC-3315-PF 150.00 32 1.890 1.980 1.140 0.990 27 25 Ericsson RRUS12 1341A 150.00 172 1.890 1.980 1.140 0.990 147 137 Commscope SBNHH- 150.00 298 1.890 1.980 1.140 0.990 255 237 Flat Platform wl Han 150.00 2,000 1.890 1.980 1.140 0.990 1,716 1,591 Power Junction Cylln 137.00 10 1.577 0.708 0.639 0.491 4 8 Fiber Junction Cylin 137.00 10 1.577 0.708 0.639 0.491 4 8 Samsung MR 2.5G ra 137.00 66 1.577 0.708 0.639 0.491 28 53 Samsung RRH-V3 (2.5G 137.00 178 1.577 0.708 0.639 0.491 76 142 Samsung 1.9GHz RRH 137.00 357 1.577 0.708 0.639 0.491 152 284 Samsung 8OOMHz RRH 2 137.00 155 1.577 0.708 0.639 0.491 66 123 KMW Er-X-WM-18-65-8P 137.00 109 1.577 0.708 0.639 0.491 46 87 RFS APXV9ERR18-C 137.00 100 1.577 0.708 0.639 0.491 43 80 KM W Er -X -TS -70-15-62 137.00 168 1.577 0.708 0.639 0.491 71 133 Round T -Arm 137.00 750 1.577 0.708 0.639 0.491 319 597 RFS APL199016-4270 125.00 24 1.312 0.138 0.347 0.163 3 19 CeIIMax CMA -8165211E 125.00 93 1.312 0.138 0.347 0.163 13 74 Round T -Arm 125.00 750 1.312 0.138 0.347 0.163 106 597 Gabriel PA-211372GN-S 90.00 198 0.680 -0.081 0.026 -0.102 -18 158 Andrew PARX6-59W- 80.00 251 0.538 -0.030 0.009 -0.016 -3 200 Andrew VHLPX3-11W- 75.00 53 0.472 -0.006 0.006 0.033 2 42 Gabriel PA -21 B72GN-S 60.00 198 0.302 0.045 0.012 0.129 22 158 Andrew PAR)(6-59W- 50.00 251 0.210 0.061 0.022 0.145 31 200 PCTEL GPS -TMG -26N 10.00 1 0.008 0.052 0.030 0.102 0 0 26,087 64.314 26.810 22.257 18.254 5,029 20,753 Page: 20 HI _ a Site Number: 82610 Code: ANSUrtA-222-G 02007-2016byATCIPLLC Affrightsmsewed. Site Name: Oroville CA2, CA Engineering Number: 65392625 6/2/2016 2:23:46 PM Customer: Verizon Wireless Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (ib) a b c Saz (lb) (ib) 51 150.00 0 1.8901_ 1.980 1.140 0.990 0 0 50 149.00 85 1.865 1.850 1.093 0.946 70 68 49 146.00 174 1.790 1.496 0.961 0.820 123 138 48 142.00 179 1.694 1.099 0.805 0.664 103 142 47 138.50 137 1.611 0.814 0.685 0.640 64 109 46 136.50 53 1.565 0.674 0.624 0.474 22 42 45 '.. 134.00 213 1.508 0.522 0.553 0.397 73 170 44 130.00 218 1.420 0.322 0.452 0.284 54 174 43 126.50 167 1.344 0.186 0.376 0.197 29 133 42 124.50 61 1.302 0.123 0.338 0.152 8 49 41 122.00 249 1.250 0.057 0.294 0.100 22 198 40 118.00 254 1.170 -0.022 0.233 0.028 6 202 39 114.00 259 1.092 -0.075 0.182 -0.030 -7 206 38 111.00 131 1.035 -0.099 0.149 -0.066 -7 104 37 109.00 162 0.998 -0.110 0.130 -0.085 -12 129 36 106.00 328 0.944 -0.120 0.105 -0.107 -31 261 35 102.00 335 0.874 -0.121 0.078 -0.126 -36 266 34 98.00 342 0.807 -0.113 0.056 -0.130 -39 272 33 94.00 349 0.742 -0.099 0.039 -0.122 -37 277 32 91.00 177 0.696 - ,' -0.086 0.029 -0.108 -17 141 31 89.00 179 0.665'"' -0.076 0.024 -0.096 -15 142 30 86.00 362 0.621 .._ .0.061 0.017 -0.072 -23 288 29 82.00 369 0.565. -0.040 0.011 -0.035 -11 294 28 78.00 378 0.511 -0.020 0.008 0.004 1 301 27 '.. 75.50 96 0.479 -0.008 0.006 0.028 2 76 26 74.25 144 0.463 -0.003 0.006 0.040 5 115 25 72.75 281 0.445 0.003 0.006 0.053 13 224 24 71.00 377 0.423 0.011 0.006 0.068 22 300 23 69.00 232 0.400 0.018 0.007 0.083 17 184 22 66.00 469 0.366 0.028 0.008 0.102 42 373 21 62.00 477 0.323 0.040 0.010 0.121 50 380 20 58.00 486 0.283 0.049. 0.014 0.134 57 387 19 64.00 495 0.245 0.056 0.018 0.141 61 393 18 51.00 251 0.218 0.060 0.021 0.144 31 199 17 49.00 254 0.202 0.063 0.023 0.145 32 202 16 46.75 320 0.184 0.065 0.025 0.145 40 255 15 44.75 294 0.168 0.066 0.028 0.145 37 234 14 42.00 790 0.148 0.068 0.030 0.144 98 628 13 38.00 798 0.121 0.070 0.034 0.141 98 635 12 35.83 66 0.108 0.071 0.036 0.140 8 53 11 33.83 1,219 0.096 0.071 0.038 0.138 146 969 10 31.75 166 0.085 0.071 0.039 0.137 20 132 9 29.75 784 0.074 0.072 0.040 0.136 92 624 8 26.00 905 0.057 0.071 0.042 0.133 104 720 7 22.00 915 0.041 0.070 0.042 0.129 103 728 6 18.00 925 0.027 0.067 0.040 0.124 100 736 5 14.00 936 0.016 0.062 0.036 0.116 94 744 4 11.00 472 0.010 0.055 0.032 0.106 43 375 3 9.00 475 0.007 0.049 0.028 0.097 40 378 2 6.00 957 0.003 0.037 0.021 0.078 64 761 1 2.00 967 0.000 0.015 0.008 0.034 29 769 Ericsson RRUS 32f72 150.00 152 1.890 1.980 1.140 0.990 130 121 Raycap RxxDC-3315-PF 150.00 32 1.890 1.980 1.140 0.990 27 25 Ericsson RRUS12 B41A 150.00 172 1.890 1.980 1.140 0.990 147 137 Commscope SBNHH. 150.00 298 1.890 1.980 1.140 0.990 255 237 Flat Platform wl Han 150.00 2,000 1.890 1.980 1.140 0.990 1,716 1,591 Page: 21 Site Number: 82610 Code: ANSIITIA-222-G 02007-2016byATC1PLLC A/thtsmserved. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23A6 PM Customer: Verizon Wireless Power Junction Cylin 137.00 10 1.577 0.708 0.639 0.491 4 8 Fiber Junction Cylin 137.00 10 1.577 0.708 0.639 0.491 4 8 Sam sung 8T8R 2.6G ra 137.00 66 1.577 0.708 0.639 0.491 28 53 Samsung RRH-V3 (2.6G 137.00 178 1.577 0.708 0.639 0.491 76 142 Samsung 1.9GHz RRH 137.00 357 1.577 0.708 0.639 0.491 152 284 Samsung 8OOMHz RRH2 137.00 155 1.577 0.708 0.639 0.491 66 123 IWWET-X-WM-18-65-8P 137.00 109 1.577 0.708 0.639 0.491 46 87 RFS APXV9ERR18-C 137.00 100 1.577 0.708 0.639 0.491 43 80 KM W ET -X -TS -70-15.62 137.00 168 1.577 0.708 0.639 0.491 71 133 Round T -Arm 137.00 750 1.577 0.708 0.639 0.491 - 319 597 RFS APL199016-42TO 125.00 24 1.312 0.138 0.347 0.163 3 19 CeIIMax CMA -6165211E 125.00 93 1.312 0.138 0.347 0.163 13 74 Round T -Arm 125.00 750 1.312 0.138 0.347 0.163 106 597 Gabriel PA-21872GN-S 90.00 198 0.680 -0.081 0.026 -0.102 -18 158 Andrew PARX6-59W- 80.00 251 0.538 -0.030 0.009 .0.016 -3 200 Andrew VHLPX3-11W- 75.00 53 0.472 -0.006 0.006 0.033 2 42 Gabriel PA-21B72GN-S 60.00 198 0.302 0.045 0.012 0.129 22 158 Andrew PARX6-59W- 50.00 251 0.210 0.061 0.022 0.145 31 200 PCTEL GPS -TMG -26N 10.00 1 0.008 0.052 0.030 0.102 0 0 -0.061 0.017 26,087 64.314 26.810 22.257 18.254 5,029 20,753 Load Case (0.9 - 0.2Sds) * DL + E EMAM -11 Seismic (Reduced DL) Equivalent Modal Analysis Method 78.00 Height .. -0.020 0.008 0.004 1 301 75.50 96 Above -0.008 0.006 0.028 2 76 Horizontal Vertical 0.463 Base Weight 0.040 5 115 72.75 Force Force Segment (ft) (lb) a b c Saz (Ib) (lb) _ 150.00 0 1.890 1.980 1.140 0.990 0 0 . , 149.00 85 1.865 1.850 1.093 0.946 70 '.68 146.00 174 1.790 1.496 0.961 0.820 123 138 142.00 179 1.694 1.099 0.805 0.664 103 142 138.50 137 1.611 0.814 0.685 0.540 64 109 136.50 53 1.565 0.674 0.624 0.474 22 42 134.00 213 1.508 0.522 0.553 0.397 73 170 130.00 218 1.420 0.322 0.452 0.284 64 174 126.50 167 1.344 0.186 0.376 0.197 29 133 124.50 61 1.302 0.123 0.338 0.152 8 49 122.00 249 1.250 0.057 0.294 0.100 22 198 118.00 254. 1.170 -0.022 0.233 0.028 6 202 114.00 259 1.092 -0.075 0.182 .0.030 -7 206 111.00 131 1.035 -0.099 0.149 -0.066 -7 104 109.00 162 0.998 4.110 0.130 -0.085 -12 129 106.00 328 0.944 -0.120 0.105 -0.107 -31 261 102.00 335 0.874 -0.121 0.078 -0.126 -36 266 98.00 342 0.807 -0.113 0.056 -0.130 .39 272 94.00 349 0.742 -0.099 0.039 -0.122 .37 277 91.00 177 0.696 -0.086 0.029 .0.108 .17 141 89.00 179 0.665 -0.076 0.024 .0.096 -15 142 86.00 362 0.621 -0.061 0.017 .0.072 -23 288 82.00 369 0.565 -0.040 0.011 -0.035 -11 294 78.00 378 0.511 -0.020 0.008 0.004 1 301 75.50 96 0.479 -0.008 0.006 0.028 2 76 74.25 144 0.463 -0.003 0.006 0.040 5 115 72.75 281 0.445 0.003 0.006 0.053 13 224 71.00 377 0.423 0.011 0.006 0.068 22 300 69.00 232 0.400 0.018 0.007 0.083 17 184 66.00 469 0.366 0.028 0.008 0.102 42 373 62.00 477 0.323 0.040 0.010 0.121 50 380 58.00 486 0.283 0.049 0.014 0.134 57 387 64.00 495 0.245 0.056 0.018 0.141 61 393 51.00 251 0.218 0.060 0.021 0.144 31 199 49.00 254 0.202 0.063 0.023 0.145 32 202 Page: 22 Site Number: 82610 Code: ANSIMA-222-G 02007-2016byATCIPLLC. A/thtsmserved. Site Name: Oro-Alle ICA2, CA Engineering Number: 65392625 5/212016 223A6 PM Customer: Verizon Wireless 16 46.75 320 0.184 0.065 0.025 0.145 40 255 15 44.75 294 0.168 0.066 0.028 0.145 37 234 14 42.00 790 0.148 0.068 0.030 0.144 98 628 13 38.00 798 0.121 0.070 0.034 0.141 98 635 12 35.83 66 0.108 0.071 0.036 0.140 8 53 11 33.83 1,219 0.096 0.071 0.038 0.138 146 969 10 31.75 166 0.085 0.071 0.039 0.137 20 132 9 29.75 784 0.074 0.072 0.040 0.136 92 624 8 26.00 905 0.057 0.071 0.042 0.133 104 720 7 22.00 915 0.041 0.070 0.042 0.129 103 728 6 18.00 925 0.027 0.067 0.040 0.124 100 736 5 14.00 936 0.016 0.062 0.036 0.116 94 744 4 11.00 472 0.010 0.055 0.032 0.106 43 375 3 9.00 475 0.007 0.049 0.028 0.097 40 378 2 6.00 957 0.003 0.037 0.021 0.078 64 761 1 2.00 967 0.000 0.015 0.008 0.034 29 769 Ericsson RRUS 32172 150.00 152 1.890 1.980 1.140 0.990 130 121 Raycap RxxDC-3315-PF 150.00 32 1.890 1.980 1.140 0.990 27 25 Ericsson RRUS12 B41A 150.00 172 1.890 1.980 1.140 0.990 147 137 Comm scope SBNHH- 150.00 298 1.890 1.980 1.140 0.990 255 237 1,591 Flat Platform wl Han 150.00 2,000 1.890 1.980 1.140 0.990 1,716 Power Junction Cylln 137.00 10 1.577 0.708 0.639 0.491 4 8 Fiber Junction Cylin 137.00 10 1.577 0.708 0.639 0.491 4 8 53 Samsung 8T8R2.5G ra 137.00 66 1.577 0.708 0.639 0.491 28 Samsung RRH-V3 (2.5G 137.00 178 1.577 0.708 0.639 0.491 76 142 Samsung 1.9GHz RRH 137.00 357 1.577 0.708 0.639 0.491 152 284 Samsung 800MHz RRH 2 137.00 155 1.577 0.708 0.639 0.491 66 123 IOIAW ET-X-WM-18-65-8P 137.00. 109 1.577 0.708 0.639 0.491 46 87 RFSAPXV9ERR18-C 137.00 100 1.577 ' 0.708 0.639 0.491 43 80 133 KM W Er -X -TS -70-15.62 137.00 168 1.577 0.708 0.639 0.491 71 Round T -Arm 137.00 750 1.577 0.708 0.639 0.491 319 597 RFS APL199016-42T0 125.00 24 1.312 0.138 0.347 0.163 3 19 CellMax CMA-BI65211E 125.00 93 1.312 0.138 0.347 0.163 13 74 Round T -Arm 125.00 750 1.312 0.138 0.347 0.163 106 597 Gabriel PA -21 B72GN-S 90.00 198 0.680 -0.081 0.026 4.102 -18 158 Andrew PARX6.59W- 80.00 251 0.538 -0.030 0.009 -0.016 -3 200 42 Andrew VHLPX3-11W- 75.00 53 0.472 -0.006 0.006 0.033 2 Gabriel PA-21B72GN-S 60.00 198 0.302 0.045 0.012 0.129 22 158 Andrew PARX6.59W- 50.00 251 0.210 0.061 0.022 0.145 31 200 PCTFL GPS -TMG -26N 10.00 1 0.008 0.052 0.030 0.102 0 0 26,087 64.314 26.810 22.257 18.264 5,029 20,753 Page: 23 Site Number: 82610 Code: ANSI/TIA-222-G 02007-2016byATCIPLLC Alldghtsme wed. Site Name: Oroville CA2, CA Engineering Number: 65392625 5/2/2016 2:23A6 PM Customer: Verizon Wireless Analysis Summary Additional Steel Summa Intermediate Connectors Reactions Lower Termination Max Usage Bev Shear Shear Axial Moment Moment Moment VQII Applied phiVn MO/l phNn Num Num FX FZ FY MX MY Mz Bev Interaction Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft) Ratio 1.21)+ 1.6W.,. 25.73 0.00 31.25 0.00 0.00 2433.64 73.50 "-. 1.05 0.913+1.6W1�- 25.71 0.00 23.43 0.00 0.00 2394.16 73.50-- 1.02 (1.2 + 0.2Sds) * DL+ E ELFM 2.45 0.00 32.77 0.00 0.00 322.67 73.50 0.19 (1.2 + 0.2Sds) * DL + E EMAM 5.02 0.00 32.76 0.00 0.00 621.68 110.00 0.42 (0.9 - 0.2Sds) * DL + E ELFM 2.45 Oki) 19.98 0.00 0.00 312.38 73.50 0.17 (0.9 - 0.2Sds) * DL+ E EMAM 5.01 0.00 19.98 0.00 0.00 600.55 110.00 0.39 1.01)+1.OW 8.10 0.00 26.08 0.00 0.00 755.12 73.50 0.33 Additional Steel Summa Page: 24 Intermediate Connectors Upper Termination Lower Termination Bev Bev Shear Shear Connectors Connectors Max Member From To VQII Applied phiVn MO/l phNn Num Num MO/I phYn Num Num Pu phiPn (ft) (it) Member (Ibin) (kips) (kips) (kips) (kips) RegdActual (kips) (kips) Reqd Actual (kip) (kip) Ratio 0.00 45.5 (4) SOL -#20 All Thre 275.0 8.3 16.8 209.5 12.0 18 20 0.0 12.0 0 0 254.5 330.5 0.771 Page: 24 Code Rev. r--G—j Plate Type Baseplate m Pole Diameter 37.38 D. Hinshaw Pole Thickness 0.375 IL Plate Length 44 • Plate Thickness 2.5 4 Hole Diameter 2.625 31.3 k Plate Fy 60 m Weld Length0.3125 75 ro 0: Kesistance .........1382 37 Applied 685.94 # 0 12d # 4 c DYW. Circle ' 44.255 ;= Offset Angle 0 N Type #20 Code Rev. r--G—j # 8 Bolt Circle 44 D. Hinshaw (R)adial / (S)quare S Site # Bolt Gap 6 • Diameter 2.25 4 Hole Diameter 2.625 31.3 k Type A615-75 Fy 75 Fu 100 �, Resistance 259 82 Applied 203.54 # 4 • DYW. Circle ' 44.255 ;= Offset Angle 0 E Type #20 e Diameter 2.5 Fu 100 N rtesistance --"79T.i0 Applied 182.69 # 0 0 M O M LU Code Rev. r--G—j Date 4/29/2016 in Engineer D. Hinshaw in Site # 82610 in Moment2433.6 k -ft Carrier Verizon in Axial 31.3 k ksi in k -in k -in I � t in O - ---- --- ---- ---- in 6 �- in in ksi ksi k k in Plate Stress Ratio: in 0.50 (Pass) ksi k Bolt Stress Ratio: k 0.78 (Pass) Reinforcement Stress Ratio: 0.47 (Pass) __J Code Rev. G Date 4/29/2016 Engineer D. Hinshaw Site # 82610 Moment 334.9 k -ft Carrier Verizon Axial 7.4 k Required Flange Thickness: 1.01 in OK O 0 o- ------ - - :si si 2 i Plate Stress Ratio: 1.03 (Acceptable Overstress) Bolt Stress Ratio: 0.94 (Pass) Plate Type Pole Diameter Flange 21.25 @ 110.0 ft in m A Pole Thickness 0.1875 in m Plate Diameter 28.5 in c Plate Thickness 1 in LL Plate Fy 60 ksi do Weld Length �:�875 in 00 0, Resistance ....._..... ....... 75.10 k -in Applied Applied 77.06 k -in 0 # 0 c w m c v `o w N c Code Rev. G Date 4/29/2016 Engineer D. Hinshaw Site # 82610 Moment 334.9 k -ft Carrier Verizon Axial 7.4 k Required Flange Thickness: 1.01 in OK O 0 o- ------ - - :si si 2 i Plate Stress Ratio: 1.03 (Acceptable Overstress) Bolt Stress Ratio: 0.94 (Pass) # 12 Bolt Circle 25.75 i (R)adial/(S)quare R • Diameter 1 i 9 Hole Diameter 1.125 i M* Type A325 Fy 92 l Fu 120 1 �, Resistance 54.52 I Applied 51.381 # 0 c w E v `o w c # 0 O S 0 CQ x w Code Rev. G Date 4/29/2016 Engineer D. Hinshaw Site # 82610 Moment 334.9 k -ft Carrier Verizon Axial 7.4 k Required Flange Thickness: 1.01 in OK O 0 o- ------ - - :si si 2 i Plate Stress Ratio: 1.03 (Acceptable Overstress) Bolt Stress Ratio: 0.94 (Pass) Caisson Embedment (L -h): 22 5.ft Caisson Height Above Ground (h): Site Name: Oroville CA2 Program Last Updated: 5/13/2014 Site Number:. 82610 American Tower Corporation Engineer. D. Hinshaw _ Engineering Number: 65392625 3.0 6.0 Date: 05/02/16 W Desion Base Loads (Factored) - Analysis per TIA-222-G Standards 6.0 23.5. 120 0 30 500 Analyze or Design a Foundation? Analyze 1 h Foundation Mapped: N01 Moment (M): 2433.6!k -ft 461.4 ft' = 17.1 yd' - Shear/Leg (V): 25./,k Average Soil Unit Weight: 118.9 pcf Axial Load (P): 31.11 - k= Uplift/Leg (U): 0.0Sk 294.5 k Pullout Weight (Minus Concrete Weight): 745.9 k Tower Type (GT / SST /MP): Nominal Uplift Capacity per Leg (+,Tn): Diameter of Caisson (d): 5.O ft Caisson Embedment (L -h): 22 5.ft Caisson Height Above Ground (h): l Oft Depth Below Ground Surface to Water Table (w): 24 0.ft Unit Weight of Concrete: 150.04 pcf Unit Weight of Water: 62.4 pcf Tension Skin Friction/Compression Skin Friction: 1.00' Pullout Angle: _ 300 degrees Soil Mechanical Properties Depth (ft) 75011 Cohesion Ultimate Skin Ultimate Bearing Top Bottom (pcf) - (psf) (degree) Friction (psf) Pressure (psf) 0.0 3.0 116 0 0 0 1 3.0 6.0 116 0 30 500 0 6.0 23.5. 120 0 30 500 15000 1 Volume of Concrete: 461.4 ft' = 17.1 yd' Weight of Concrete (Buoyancy Effect Considered): 69.2 k Average Soil Unit Weight: 118.9 pcf Skin Friction Resistance: - 153.2 k Compressive Bearing Resistance: 294.5 k Pullout Weight (Minus Concrete Weight): 745.9 k Nominal Uplift Capacity per Leg (+,Tn): 166.8 k Nominal Compressive Capacity per Leg (p,Pn): 335.8 k P.: 47.7 k Tj+,Tn: 0.00 Result: OK PJ+,Pn: 0.14 Result: OK Total Lateral Resistance: 1095.7 k Inflection Point (Below Ground Surface): 16.2 ft Design Overturning Moment At Inflection Point (MD): 2877.1 k -ft Nominal Moment Capacity (+,Mn): 3332.2 k -ft MD/Wn: 0.86 Result: OK C: 0.75 Design Horizontal Tie/Stirrup Spacing: 1 .0 i n 40jksi Horizontal Tie / Stirrup Steel Yield Strength (FY): Caisson Strength Caoaciri Rebar Cage Diameter: Concrete Compressive Strength ff'j: 4000 psi Vertical Steel Rebar Size #: 14 Vertical Steel Rebar Area: 2.25 int # of Vertical Steel Rebars Steel Elastic Modulus: 29000 ksi Vertical Steel Rebar Yield Strength (F,):60'=ksi 2473.7 k -ft -14. Horizontal Tie/ Stirrup Size #: MAW 4 51 Horizontal Tie / Stirrup Area: 0.31 in= Nominal Shear Capacity WVJ: 8 Design Horizontal Tie/Stirrup Spacing: 1 .0 i n 40jksi Horizontal Tie / Stirrup Steel Yield Strength (FY): _ _ Rebar Cage Diameter: 52.0 in - Strength Bending/Tension Reduction Factor (Q: 0.90 ACI318-05 - 9.3.2.1 . Strength Shear Reduction Factor (� ): 0.75 ACI318-05 - 9.3.2.3 Strength Compression Reduction Factor (0j: 0.65 ACI318-05-9.3.2.2 Steel Elastic Modulus: 29000 ksi Design Moment (Mu): 2473.7 k -ft Nominal Moment Capacity %Mj: 3618.2 k -ft -AC1318-005 -10.2 MAW 0.68 Result: OK Design Shear (Vu): 281.5 k Nominal Shear Capacity WVJ: 319.3 k - AC1318-05 -11.3.1.1 or 11.5.7.2 V *V : 0.88 Result: OK Design Tension (Tu): 0.0 k Nominal Tension Capacity (OTT,): 1701.0 k - AC1318-05 -10.2 T„/�Jn: 0.00 Result: OK Design Compression (P„ ): 47.7 k Nominal Compression Capacity (OPPO: 4943.2 k-AC1318-05 -10.3.6.2 PAPPn: O.01 Result: OK . Bending Reinforcement Ratio: 0.011 AC1318-05 -10.8.4 & 10.9.1: MU/paMn+TATT,,: 0.68 Result: OK Design Factored Shear / Depth Design Factored Moment / Depth " 0 1000 2000 3000 -400 -300 1 -200 -100 0 100 0 I I I I I 1 1 1 I I I 1 -5 I I I I I -10 I I I - -10 I I I S 1 I L I I n 1 1 I 1_ I n 1 1 I 1 I I I 11 I I I I 1 _______, 7________1 I 1 11 1 -1$ If I I I I 1 1 I I______I I I I I I I I I I l 1 I -20 I I I I I 1 I I I _ -------- -------- I I I I I I I I I -20 1 L______L__-_-_L______L_____ _ 1 _29------------------ ________I -25 Shear (k) Moment (k -ft) - I Nominal and Factored Moment Capacity and Factored Design Loads 0. 1000 2000 3000 4000 5000 6000 7000 8000 9000 ------ ,------ 7 ------ r ------ r ----- r ------ I ------ r ------ r ----- , 14000 I I 1 I I I I I I 1 1 I 1 11 1 _____------ ------ I------ I_—_ --_—I ------ I ------ I ______ ------ I 12000 I I I I I I I I I f I I I I I 1 t I \\\jam I I I 11 - _____J_____'_1i ______1__ ___J______1______ 1______ L______1 10000 \\ I I I I I I I I I i� I ______L_____J 8000 1 _ • Tu&Mu ------ �___-__i_'__- __a__-___----_-i__`�__ti------ II 6000 'p( 1 ______}______}______F_____y__,___4______}___r_L_____y 400 1 1 1 1 1 1 1 I I _HUWretlfmxlcp. j 1 .• _____y_____________t______r_____y__ �__�___1I ______i____- i 2000 I+III ----- N.. ml F—I.pe III"' O _____`1 1------ ------ L----- J------ 1------ 1------ L------ _4000 Moment (k -ft) grygry pp 11 5