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1110 3%4 E Seventeenth St, Unit #WCC01 - Plan
T-1 NOTES SPECIAL INSPECTIONS P R O P R I E T A R Y I N F O R M A T I O N NOT FOR USE OR DISCLOSURE OUTSIDE VERIZON WIRELESS EXCEPT UNDER WRITTEN AGREEMENT ABBREVIATIONS W. VERT. WT. W/ W. WD. W.W.M. EL. ELEVATION ENCLOSUREENCL. ELECTRIC(AL) DRINKING FOUNTAIN ELEC. E. EAST D.F. DWG. EA. DRAWING EACH MATERIALMAT. MAXIMUMMAX. LABORATORY MANUFACTUR(ER'S) MASONRY OPENING MFR. M.O. LT. LAB. LIN. LIGHT LINEAL WITH WOOD WELDED WIRE MESH WEST VERTICAL WATER WEIGHT MIN. NAT. MECH. MET. MISC. N. O.C. O.D. N.I.C. N.T.S. OPNG. PL. RM. OPP. PLYWD. REINF. SCHED. SHT. SIM. S. SQ. SEC. SPECS. STD. STL. SUSP. STRUCT. THK. T & P TYP. T & B VENT. U.N.O. F.D.BEAMBM.FLOOR DRAIN G.L. GLUED LAMINATE DIMENSION DIAMETER DOWN SPOUTDS. DN. DBL. DOWN DOUBLE DIM. DIAM. DR. DOOR CONTINUE(OUS) CONNECTION CONCRETE DET. CONT. CONN. DETAIL COL. CLR. CONC. COLUMN CLEAR INFO. INFORMATION INTERIOR INSIDE DIAMETER INSULATE(ION) INT. KIT. JT.JOINT KITCHEN INSUL. I.D. HOLLOW METAL HORIZONTAL HOSE BIBB H.M. H.B. HORIZ. HT. GYP.GYPSUM HEIGHT C.I. CAST IRON CATCH BASIN CLEAN OUT CEMENTCEM. C.O. CER. CERAMIC C.B. CLG. CEILING BUILDING BLOCKING BOTTOMBOT. CAB. BLDG. CABINET BLK(G) BD. BOARD GALVANIZED IRON GALVANIZED GA. GL. GAUGE GLASS GALV. G.I. G.GAS FOOT PER FOUNDATION FLOURESCENT FTG. FDN. GAL. GALLON FOOTING FLOUR. FT./ ALUMINUM ASPHALTIC CONCRETE ARCHITECT(URAL) APPROXIMATE ANCHOR BOLT A.C. ARCH. ALUM. APPROX. A.B. ALTERNATE AIR CONDITIONING ACOUSTIC(AL) ABBREVIATION ALT. A/C AC ABV. FACE OF STUD FLOW LINE FIXUREFIX. FL. F.L. FLOOR F.S. FIN. FINISH EXTERIOR EQUIPMENTEQUIP. EXIST. EX. EXISTING EQ. EQUAL OUTSIDE DIAMETER TELEPHONE & POWER TOP & BOTTOM UNLESS NOTED OTHERWISE TYPICAL VENTILATION THICK STRUCTURAL SPECIFICATIONS STEEL SUSPENDED SQUARE STANDARD ROOM SHEET SIMILAR SOUTH SCHEDULE SECTION REINFORCE(ING) PLATE PLYWOOD OPENING OPPOSITE NOT TO SCALE NOT IN CONTRACT ON CENTER NATURAL NORTH MECHANICAL MISCELLANEOUS MINIMUM METAL PROJECT DESCRIPTION PROJECT INFORMATION LEGAL DESCRIPTION SHEET INDEXPROJECT TEAMVICINITY MAP SHEET NUMBER DESCRIPTION REFERENCE GOOGLE MAPS MTX: MTX55 / AZUSA 1110 3/4 E. 17TH ST. UNIT #WCC01 SANTA ANA, CA 92701 SITE NAME: "GRAND AVE" THIS VICINITY MAP NOT TO SCALE NORTH OWNER: RICHARD C GARDNER 1112 E 17TH ST SANTA ANA, CA 92701 APPROVALS COMMENTS: DATE INITIALS COMMENTSAPPROVED BY SITE ACQ. PM RF ENGINEER SITE DEV. CONSTRUCTION DATA: NONE JURISDICTION: TYPE OF CONSTRUCTION: OCCUPANCY: CITY OF SANTA ANA V-A B- TELEPHONE ZONING:C-2 - GENERAL COMMERCIAL MODIFICATION TO AN EXISTING VERIZON WIRELESS COMMUNICATIONS UNMANNED SUBSTATION TO CONSIST OF THE FOLLOWING: 1.REMOVE SIX (6) EXISTING 4'-0" PANEL ANTENNAS. (2 PER SECTOR) 2.REMOVE THREE (3) EXISTING 4'-0" OMNI ANTENNAS. (1 PER SECTOR) 3.REMOVE SIX (6) EXISTING 6'-0" PANEL ANTENNAS. (2 PER SECTOR) 4.INSTALL SIX (6) NEW 6'-0" PANEL ANTENNAS. (2 PER SECTOR) 5.INSTALL THREE (3) NEW 2'-6" PANEL ANTENNAS. (1 PER SECTOR) 6.INSTALL THREE (3) NEW 4408 RRUS W/ KRE 105 281/1 ANTENNA COVER. (1 PER SECTOR) 7.INSTALL ONE (1) 3315 RAYCAP BOX @ ANTENNA LOCATION 8.THE SIZE OF THE EXISTING EQUIPMENT LEASE AREA AND FACILITY HEIGHT WILL REMAIN UNCHANGED. LEGAL DESCRIPTION 1. THE MAXIMUM NUMBER OF DIRECTIONAL CELLULAR ANTENNAS CURRENTLY INSTALLED IS FIFTEEN (15). 2. THE MAXIMUM NUMBER OF DIRECTIONAL CELLULAR ANTENNA TO BE REMOVED IS FIFTEEN (15). 3. THE MAXIMUM NUMBER OF DIRECTIONAL CELLULAR ANTENNAS TO BE INSTALLED IS NINE (9). 4. THE MAXIMUM NUMBER OF GPS ANTENNAS TO REMAIN IS TWO (2). 5. THE SIZE, HEIGHT, DIRECTION AND LOCATION OF ANTENNAS SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS AS NEEDED 6. ALL ITEMS, WHETHER EXISTING OR NEW, WHICH ARE WITHIN THE VERIZON WIRELESS LEASE AREA ARE TO BE APPROVED TITLE SHEETT-1 VERIZON WIRELESS RF DOCUMENT: 4/29/2021 GENERAL NOTES & SYMBOLST-2 OVERALL SITE PLANA-1 A-2 ANTENNA PLANSA-3 NORTHWEST ELEVATIONSA-4 APN: 398-071-62 APPLICANT: VERIZON WIRELESS 15505 SAND CANYON AVE. BUILDING D, FIRST FLOOR IRVINE, CA. 92618 ARCHITECT: AMS WIRELESS 4431 TOWN CENTER PLACE KINGWOOD, TX 77339 CONTACT: KYLE ELLIOTT PH: (270) 316-7546 EXISTING # OF RRUS:6 FINAL # OF RRUS:9 EXISTING # OF ANTENNAS:18 FINAL # OF ANTENNAS:9 R F D O C U M E N T ARCHITECTURAL DETAILSA-6 ARCHITECTURAL DETAILSA-6.1SITE TOWER OWNER: AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY WOBURN, MA 01801 ENLARGED SITE PLAN NORTHEAST ELEVATIONSA-5 ATC SITE I.D.#: 300865 APPLICANT'S AGENT: THE DERNA GROUP 22431 ANTONIO PARKWAY SUITE B160-234 RANCHO SANTA MARGARITA, CA 92688 CONTACT: RACHEL BRUIN PHONE: (805) 215-9444 EMAIL: RBRUIN@DERNAGRP.COM TRACT:N/A LOT:N/A BLOCK:N/A ALL WORK AND MATERIALS SHALL COMPLY WITH THE FOLLOWING: 1. 2022 CALIFORNIA ADMINISTRATIVE CODE 2. 2022 CALIFORNIA BUILDING CODE 3. 2022 CALIFORNIA RESIDENTAL CODE 4. 2022 CALIFORNIA ELECTRICAL CODE 5. 2022 CALIFORNIA PLUMBING CODE 6. 2022 CALIFORNIA ENERGY CODE 7. 2022 CALIFORNIA FIRE CODE 8. 2022 CALIFORNIA EXISTING BUILDING CODE 9. 2022 INTERNATIONAL BUILDING CODE (IBC) 10. NATIONAL ELECTRIC CODE (NEC) 11. LOCAL BUILDING CODE 12. CITY/COUNTY ORDINANCES (700-LTE, 850-LTE, 850-CDMA ADD, 850-C-BAND, 1900-LTE, 2100-LTE, AWS3-LTE, CBRS-LTE ADD, C-BAND ADD) ENGINEER: JACOB GORALSKI, PE JACOB GORALSKI, PLLC 1106 COLBI ST. KENNEDALE, TX 76060 Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Job No. V-001 Re v i s i o n s A 11 / 1 6 / 2 1 DL PR E L I M I N A R Y RE V A wi r e l e s s 44 3 1 T O W N C E N T E R P L A C E KI N G W O O D T X , 7 7 3 3 9 SI T E N A M E : " S O U T H M T N " (7 0 0 - L T E , 8 5 0 - L T E , 8 5 0 - C D M A , 8 5 0 - C - B A N D , 19 0 0 - LT E , A W S - L T E , A W S 3 - L T E , CB R S - L T E A D D , C - B A N D A D D ) 11 1 0 3 / 4 E . 1 7 T H S T . U N I T # W C C 0 1 SA N T A A N A , C A , 9 2 7 0 1 TI T L E S H E E T CO N S T R U C T I O N D R A W I N G S 0 11 / 0 4 / 2 2 DL FI N A L RE V 0 1 03 / 2 7 / 2 3 DL RE V I S E D P E R C O M M E N T S RE V 1 2 06 / 2 5 / 2 4 KE RE V I S E D P E R C O M M E N T S RE V 2 (;3,5$7,21 Jacob Gorals ki Digitally signed by Jacob Goralski Date: 2024.07.01 16:41:23 -05'00' 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 T-2 CONTRACTOR SHALL READ, UNDERSTAND, & ADHERE TO ALL THE VERIZON WIRELESS PROJECT MANAGER AND THE ARCHITECT. PROTECT ALL SURFACES & MATERIALS IN AND ADJACENT TO EQUIPMENT ROOM. ALSO PROTECT, PRESERVE AND CLEAN ALL AREAS; INCLUSIVE OF PATHS OF TRAVEL, IN AND BETWEEN ALL AREAS OF WORK. CONTRACTOR TO MAKE APPOINTMENT WITH BUILDING OWNER REPRESENTATIVE PRIOR TO ANY X-RAY & CORE DRILLING THAT MAY AFFECT OTHER NOTES ON THIS SHEET & ALL NOTES THROUGHOUT THIS SET OF CONSTRUCTION DOCUMENTS. ANY REQUIRED CHANGES AND/OR ADJUSTMENTS MUST BE MADE WITH THE PRIOR APPROVAL OF CONSTRUCTION NOTES HOURS OF WORK: CONTRACTOR TO OBSERVE BUSINESS HOURS OF 8 A.M. TO 6 P.M., M - F. ANY OTHER SPECIAL OR EXTENDED HOURS TO BE APPROVED BY OWNER REPRESENTATIVE. STAGING/LOADING AREA: ALL WORK MUST BE ARRANGED TO AVOID INTERFERING WITH EXISTING TRAFFIC (PEDESTRIAN & MOTOR) AND BUSINESS. ALL EQUIPMENT & MATERIALS MUST BE STORED IN NEW EQUIPMENT ROOM ONLY, UNLESS PRIOR AGREEMENT IS MADE BETWEEN VERIZON WIRELESS PROJECT MANAGER, OWNER AND 3. 5. TENANTS. 4. CONTRACTOR. 2. 1. 1 A-2 A-2 A A 1 A OR CONTROL POINT WORK POINT, DATUM, POINT, REVISION NUMBER WITH CLOUD SHEET WHERE DETAIL IS DRAWN SHEET WHERE SECTION IS DRAWN AROUND REVISED AREA REVISION DETAIL NUMBER DETAIL REFERENCE SECTION LETTER SECTION CUT NUMBER IN THE OTHER DIRECTION LETTERS IN ONE DIRECTION C COLUMN LINE/ L CENTERLINE GRID LINE DIMENSION LINE PROPERTY LINE ROOM NUMBER WINDOW NUMBER DOOR NUMBER FLOOR PLAN NOTE WALL TYPE (LETTER) (NUMBER) STRUCTURAL OBSERVATION NOTES AN APPLICATION TO PERFORM OFF-SITE FABRICATION MUST BE SUBMITTED 4. 5. 3. 2. ITEMS REQUIRING SPECIAL INSPECTION AND/OR STRUCTURAL OBSERVATION FOR THIS PROJECT SHALL INCLUDE: TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO FABRICATION. A CERTIFICATE OF SATISFACTORY COMPLETION OF THE WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED BY SEC. 108 OF THE BUILDING CODE, AS AMENDED. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. 1. A. NONE ALL OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, & INSPECTION SERVICES. THE STRUCTURAL OBSERVER SHALL SUBMIT A WRITTEN STATEMENT TO INSPECTION SERVICES THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFIYING ANY REPORTED DEFICIENCIES THAT HAVE NOT BEEN RESOLVED. THE STRUCTURE WILL NOT BE IN COMPLIANCE UNTIL THE DESIGNER HAS NOTIFIED INSPECTION SERVICES THAT ALL DEFICIENCES ARE RESOLVED. 6. SPECIAL INSPECTION & SYMBOLS Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Job No. V-001 Re v i s i o n s A 11 / 1 6 / 2 1 DL PR E L I M I N A R Y RE V A wi r e l e s s 44 3 1 T O W N C E N T E R P L A C E KI N G W O O D T X , 7 7 3 3 9 SI T E N A M E : " S O U T H M T N " (7 0 0 - L T E , 8 5 0 - L T E , 8 5 0 - C D M A , 8 5 0 - C - B A N D , 19 0 0 - L T E , AW S - L T E , A W S 3 - L T E , CB R S - L T E A D D , C - B A N D A D D ) 11 1 0 3 / 4 E . 1 7 T H S T . U N I T # W C C 0 1 SA N T A A N A , C A , 9 2 7 0 1 GE N E R A L N O T E S & S Y M B O L S CO N S T R U C T I O N D R A W I N G S 0 11 / 0 4 / 2 2 DL FI N A L RE V 0 1 03 / 2 7 / 2 3 DL RE V I S E D P E R C O M M E N T S RE V 1 2 06 / 2 5 / 2 4 KE RE V I S E D P E R C O M M E N T S RE V 2 (;3,5$7,21 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 A-1 PROPOSED VERIZON WIRELESS ANTENNA / EQUIPMENT MOD LOCATION. SEE SITE PLAN ON SHEET A-1 FOR MORE INFORMATION. PROPOSED VERIZON WIRELESS AREA OF IMPROVEMENT OVERALL SITE PLAN SCALE: 1"=20'-0" NORTH GRAPHIC SCALE 0 10 20 40 (E) COMPOUND (E) TOWER ±308' (E) ACCESS AND UTILITY EASEMENT APPROXIMATE PROPERTY LINE ±309' ±2 2 0 ' ±2 7 0 ' (E) LOS ANGELES COUNTY METROPOLITAN TRANSIT TRACKS APPROXIMATE PROPERTY LINE AP P R O X I M A T E P R O P E R T Y L I N E AP P R O X I M A T E P R O P E R T Y L I N E (E) BUILDING (E) BUILDING (E) ACCESS Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Job No. V-001 Re v i s i o n s A 11 / 1 6 / 2 1 DL PR E L I M I N A R Y RE V A wi r e l e s s 44 3 1 T O W N C E N T E R P L A C E KI N G W O O D T X , 7 7 3 3 9 SI T E N A M E : " S O U T H M T N " (7 0 0 - L T E , 8 5 0 - L T E , 8 5 0 - C D M A , 8 5 0 - C - B A N D , 19 0 0 - LT E , A W S - L T E , A W S 3 - L T E , CB R S - L T E A D D , C - B A N D A D D ) 11 1 0 3 / 4 E . 1 7 T H S T . U N I T # W C C 0 1 SA N T A A N A , C A , 9 2 7 0 1 SI T E P L A N CO N S T R U C T I O N D R A W I N G S 0 11 / 0 4 / 2 2 DL FI N A L RE V 0 1 03 / 2 7 / 2 3 DL RE V I S E D P E R C O M M E N T S RE V 1 2 06 / 2 5 / 2 4 KE RE V I S E D P E R C O M M E N T S RE V 2 (;3,5$7,21 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 EN L A R G E D S I T E P L A N A-2ENLARGED SITE PLAN SCALE: 1"=3'-0" NORTH GRAPHIC SCALE 0 1.5 3 6 PROPOSED VERIZON WIRELESS ANTENNA MOD LOCATION. SEE ANTENNA PLANS ON SHEET A-3 FOR MORE INFORMATION. PROPOSED VERIZON WIRELESS AREA OF IMPROVEMENT LEGEND AUTOMATIC TRANSFER SWITCHATS DISCONNECTD ELECTRICALE FIBERF BOLLARDB GENERATOR RECEPTACALG HAND HOLE, VAULTHH, V ICE BRIDGEIB KENTROX BOXK GENERATORGEN METERM LIGHTING CONTROLLC PULL BOXPB POWER POLEPP TELCOT TRANSFORMERTRN XXXXX CHAINLINK FENCE GROUNDING TEST WELL CELL SITE CABINETCSC (E) VERIZON WIRELESS (6) 7/8" COAX CABLES (3) 1-58" Ø (6x12) HYBRID CABLES TO REMAIN (E) VERIZON WIRELESS EQUIPMENT IN (E) VERIZON WIRELESS SHELTER (1) 12x24 OVP BOX (1) 6x12 OVP BOX TO REMAIN Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Job No. V-001 Re v i s i o n s A 11 / 1 6 / 2 1 DL PR E L I M I N A R Y RE V A CO N S T R U C T I O N D R A W I N G S wi r e l e s s 44 3 1 T O W N C E N T E R P L A C E KI N G W O O D T X , 7 7 3 3 9 SI T E N A M E : " S O U T H M T N " (7 0 0 - L T E , 8 5 0 - L T E , 8 5 0 - C D M A , 8 5 0 - C - B A N D , 19 0 0 - LT E , A W S - L T E , A W S 3 - L T E , CB R S - L T E A D D , C - B A N D A D D ) 11 1 0 3 / 4 E . 1 7 T H S T . U N I T # W C C 0 1 SA N T A A N A , C A , 9 2 7 0 1 0 11 / 0 4 / 2 2 DL FI N A L RE V 0 1 03 / 2 7 / 2 3 DL RE V I S E D P E R C O M M E N T S RE V 1 2 06 / 2 5 / 2 4 KE RE V I S E D P E R C O M M E N T S RE V 2 (;3,5$7,21 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 A-3 PROPOSED ANTENNA PLAN SCALE: 1"=2'-0" NORTH GRAPHIC SCALE 0 1 2 4 EXISTING ANTENNA PLAN SCALE: 1"=2'-0" NORTH CABLE SECTOR TYPE/ SIZE CABLE RUN CENTER LINE EXISTING ANTENNA SCHEDULE RRUS/RAYCAPAZIM- UTH ANTENNA TYPE GRAPHIC SCALE 0 1 2 4 TECHNOLOGIES ALPHA 1 (6) 7/8" COAX CABLES (3) 1-5/8"Ø HYBRID CABLES TOTAL: (1) LPD-6513 9 850-CDMA (6) SBNHH-1D65C (3) BXA-185060-4CF (3) 7125.14 (3) LPD-6513 (3) ALP 8010-N (3) 4449 (3) 8843 (3) OMNI (1) 6x12 OVP (1) 12x24 OVP 58.1'±75'100° 230° BETA AZIMUTH 350° GAMMA AZIMUTH A1 B1 A3 A4 B3 B4 G1 G2 G4 (E) VERIZON WIRELESS 4'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 2 PER ALPHA, 2 TOTAL) (E) VERIZON WIRELESS (1) 12x24 RAYCAP BOX TO REMAIN - (N) VERIZON WIRELESS ERICSSON - 4408 (B48 DC) TO BE INSTALLED (1 PER SECTOR, TOTAL 3) 10 A-6.3 A5 A6 90° ALPHA AZIMUTHB5 B6 G5 G6 (E) VERIZON WIRELESS 8'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 2 PER SECTOR, 6 TOTAL) (E) VERIZON WIRELESS 2'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 4'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 2 PER GAMMA, 2 TOTAL) G3 A2 B2 (E) VERIZON WIRELESS 4'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 2 PER BETA, 2 TOTAL) 230° BETA AZIMUTH 350° GAMMA AZIMUTH A1 B1 A3 A4 B3 B4 G1 G2 G4 A5 A6 90° ALPHA AZIMUTHB5 B6 G5 G6 G3 A2 B2 (E) VERIZON WIRELESS (1) 6x12 RAYCAP BOX TO REMAIN (E) VERIZON WIRELESS ERICSSON - 4449 RRU TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS ERICSSON - 8843 TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS (6) 7/8" COAX CABLES (3) 1-58" Ø (6x12) HYBRID CABLES TO REMAIN (E) VERIZON WIRELESS (1) 12x24 RAYCAP BOX TO REMAIN (E) VERIZON WIRELESS (1) 6x12 RAYCAP BOX TO REMAIN (E) VERIZON WIRELESS (6) 7/8" COAX CABLES (3) 1-58" Ø (6x12) HYBRID CABLES TO REMAIN (N) VERIZON WIRELESS 2'-6" PANEL ANTENNA TO BE INSTALLED (1 PER SECTOR, TOTAL 3) 5 A-6 (N) VERIZON WIRELESS 6'-0" PANEL ANTENNA TO BE INSTALLED (2 PER SECTOR, TOTAL 6) 2 A-6.1 ALPHA 2 ALPHA 3 ALPHA 4 ALPHA 6 BETA 1 BETA 2 BETA 3 BETA 4 BETA 5 BETA 6 GAMMA 1 GAMMA 2 GAMMA 3 GAMMA 6 (1) LPD-6513 9 850-CDMA58.1'±75'100°- -----(1) OMNI- (1) SBNHH-1D65C 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/2100-LTE/AWS3-LTE58'±75'90°(1) 4449 (6) 7/8" COAX CABLES (3) 1-5/8"Ø HYBRID CABLES (1) SBNHH-1D65C (1) 8843- (1) BXA-185060-4CF -55'±75'90°- - - - 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/2100-LTE/AWS3-LTE GAMMA 4 GAMMA 5 (1) ALP 8010-N 850-CDMA58.1'±75'230°- (1) ALP 8010-N 850-CDMA58.1'±75'- --- (1) SBNHH-1D65C 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/2100-LTE/AWS3-LTE58'±75'- (1) SBNHH-1D65C- (1) BXA-185060-4CF -55'±75'- - - - 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/2100-LTE/AWS3-LTE (1) 7125.14 850-CDMA58.1'±75'350°- (1) 7125.14 850-CDMA58.1'±75'350°- --- (1) SBNHH-1D65C 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/2100-LTE/AWS3-LTE58'±75'350°- (1) SBNHH-1D65C58'±75'350°- (1) BXA-185060-4CF -55'±75'350°- - - - 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/2100-LTE/AWS3-LTE 230° 58'±75'90°ALPHA 5 230° ±75'230° 58' 230° --- --- (1) 4449 (1) 6x12 OVP (1) 8843 (1) 4449 (1) 12x24 OVP (1) 8843 (E) VERIZON WIRELESS 4'-0" OMNI ANTENNA TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (1) OMNI (1) OMNI CABLE SECTOR TYPE/ SIZE CABLE RUN CENTER LINE PROPOSED ANTENNA SCHEDULE RRUS/RAYCAPAZIM- UTH ANTENNA TYPE TECHNOLOGIES ALPHA 1 (6) 7/8" COAX CABLES (3) 1-5/8"Ø HYBRID CABLES TOTAL:(6) NHH-65B-R2B (3) AIR6419 (3) 4490 (3) 4890 (3) 4408 (B48 DC) W/ KRE 105 281/1 (1) 6x12 OVP (1) 12x24 OVP 60.7'±75'90°- ALPHA 2 ALPHA 3 ALPHA 4 ALPHA 6 BETA 1 BETA 2 BETA 3 BETA 4 BETA 5 BETA 6 GAMMA 1 GAMMA 2 GAMMA 3 GAMMA 6 58'±75'90°- ------- (1) NHH-65B-R2B 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/AWS-LTE58'±75'90°(1) 4490 (6) 7/8" COAX CABLES (3) 1-5/8"Ø HYBRID CABLES (1) 4890- --±75'90°- (1) 4408 (B48 DC) W/ KRE 105 281/1 - 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/AWS-LTE GAMMA 4 GAMMA 5 ±75'230°- ±75'- --- 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/AWS-LTE±75'- - -±75'- - - 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/AWS-LTE ±75'350°- ±75'350°- --- 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/AWS-LTE±75'350°- ±75'350°- -±75'350°- - - 700-LTE/850-LTE/850-C-BAND/ 1900-LTE/AWS-LTE 230° 58'±75'90°ALPHA 5 230° ±75'230° 230° -- -- (1) 4490 (1) 6x12 OVP (1) 4890 (1) 4490 (1) 12x24 OVP (1) 4890 - - - - 850-CDMA/CBRS-LTE C-BAND (1) AIR6419 - 850-CDMA/CBRS-LTE C-BAND CBRS-LTE - (1) AIR6419 C-BAND- Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Job No. V-001 Re v i s i o n s A 11 / 1 6 / 2 1 DL PR E L I M I N A R Y RE V A wi r e l e s s 44 3 1 T O W N C E N T E R P L A C E KI N G W O O D T X , 7 7 3 3 9 SI T E N A M E : " S O U T H M T N " (7 0 0 - L T E , 8 5 0 - L T E , 8 5 0 - C D M A , 8 5 0 - C - B A N D , 19 0 0 - LT E , A W S - L T E , A W S 3 - L T E , CB R S - L T E A D D , C - B A N D A D D ) 11 1 0 3 / 4 E . 1 7 T H S T . U N I T # W C C 0 1 SA N T A A N A , C A , 9 2 7 0 1 AN T E N N A P L A N S CO N S T R U C T I O N D R A W I N G S 0 11 / 0 4 / 2 2 DL FI N A L RE V 0 1 03 / 2 7 / 2 3 DL RE V I S E D P E R C O M M E N T S RE V 1 2 06 / 2 5 / 2 4 KE RE V I S E D P E R C O M M E N T S RE V 2 (1) NHH-65B-R2B -(1) 4408 (B48 DC) W/ KRE 105 281/1 (1) NHH-65B-R2B (1) NHH-65B-R2B - (1) AIR6419 -(1) 4408 (B48 DC) W/ KRE 105 281/1 (1) NHH-65B-R2B (1) NHH-65B-R2B - -- 60.7' 58' - 58' - 58' 60.7' 58' - 58' - 58' (N) VERIZON WIRELESS ERICSSON 4490 TO BE INSTALLED (1 PER SECTOR, TOTAL 3) 2 A-6.1 (N) VERIZON WIRELESS ERICSSON 4890 TO BE INSTALLED (1 PER SECTOR, TOTAL 3) 2 A-6.1 (;3,5$7,21 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 A-4 PROPOSED EAST ELEVATION SCALE: 1"=5'-0" GRAPHIC SCALE 0 3 6 12 EXISTING EAST ELEVATION GRAPHIC SCALE 0 (E ) W R O U G H T I R O N FE N C E W / ME T A L S H E E T SCALE: 1"=5'-0" 3 6 12 61 ' ' T. O . ( E ) A T C M O N O P O L E T O W E R S T E E L 62 ' T. O . ( E ) V E R I Z O N W I R E L E S S P A N E L A N T E N N A S 58 ' (E ) V E R I Z O N W I R E L E S S P A N E L A N T E N N A S R A D C E N T E R (E) VERIZON WIRELESS (1) 12x24 RAYCAP BOX TO REMAIN (E) VERIZON WIRELESS 8'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 2 PER SECTOR, 6 TOTAL) (E) VERIZON WIRELESS 2'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 4'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 2 PER SECTOR, 6 TOTAL) (E) VERIZON WIRELESS (1) 6x12 RAYCAP BOX TO REMAIN (E) VERIZON WIRELESS ERICSSON - 4449 RRU TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS ERICSSON - 8843 TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS (6) 7/8" COAX CABLES (3) 1-58" Ø (6x12) HYBRID CABLES TO REMAIN (E) VERIZON WIRELESS 4'-0" OMNI ANTENNA TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS EQUIPMENT IN (E) VERIZON WIRELESS SHELTER (1) 12x24 OVP BOX (1) 6x12 OVP BOX TO REMAIN (E ) W R O U G H T I R O N FE N C E W / ME T A L S H E E T 61 ' ' T. O . ( E ) A T C M O N O P O L E T O W E R S T E E L 62 ' T. O . ( N ) V E R I Z O N W I R E L E S S P A N E L A N T E N N A S 58 ' (E ) & ( N ) V E R I Z O N W I R E L E S S P A N E L A N T E N N A S R A D C E N T E R (E) VERIZON WIRELESS (6) 7/8" COAX CABLES (3) 1-58" Ø (6x12) HYBRID CABLES TO REMAIN (E) VERIZON WIRELESS EQUIPMENT IN (E) VERIZON WIRELESS SHELTER (1) 12x24 OVP BOX (1) 6x12 OVP BOX TO REMAIN (N) VERIZON WIRELESS ERICSSON - 4408 (B48 DC) W/ KRE 105 281/1 TO BE INSTALLED (1 PER SECTOR, TOTAL 3) 10 A-6.3 (N) VERIZON WIRELESS 2'-6" PANEL ANTENNA TO BE INSTALLED (1 PER SECTOR, TOTAL 3) 5 A-6 (N) VERIZON WIRELESS 6'-0" PANEL ANTENNA TO BE INSTALLED (2 PER SECTOR, TOTAL 6) 2 A-6.1 (E) ANTENNA SCREENING PANEL TO REMAIN UNCHANGED (E) ANTENNA SCREENING PANEL TO REMAIN UNCHANGED (E) VERIZON WIRELESS (1) 12x24 RAYCAP BOX TO REMAIN (E) VERIZON WIRELESS (1) 6x12 RAYCAP BOX TO REMAIN Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Job No. V-001 Re v i s i o n s A 11 / 1 6 / 2 1 DL PR E L I M I N A R Y RE V A wi r e l e s s 44 3 1 T O W N C E N T E R P L A C E KI N G W O O D T X , 7 7 3 3 9 SI T E N A M E : " S O U T H M T N " (7 0 0 - L T E , 8 5 0 - L T E , 8 5 0 - C D M A , 8 5 0 - C - B A N D , 19 0 0 - LT E , A W S - L T E , A W S 3 - L T E , CB R S - L T E A D D , C - B A N D A D D ) 11 1 0 3 / 4 E . 1 7 T H S T . U N I T # W C C 0 1 SA N T A A N A , C A , 9 2 7 0 1 EA S T E L E V A T I O N S CO N S T R U C T I O N D R A W I N G S 0 11 / 0 4 / 2 2 DL FI N A L RE V 0 1 03 / 2 7 / 2 3 DL RE V I S E D P E R C O M M E N T S RE V 1 2 06 / 2 5 / 2 4 KE RE V I S E D P E R C O M M E N T S RE V 2 63 ' OV E R A L L H E I G H T O F P A N E L S C R E E N 63 ' OV E R A L L H E I G H T O F P A N E L S C R E E N (;3,5$7,21 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 A-5 NO R T H E L E V A T I O N S PROPOSED NORTH ELEVATION GRAPHIC SCALE 0 EXISTING NORTH ELEVATION SCALE: 1"=6'-0" GRAPHIC SCALE 0 3 6 12 SCALE: 1"=6'-0" 3 6 12 (E ) W R O U G H T I R O N FE N C E W / ME T A L S H E E T 61 ' ' T. O . ( E ) A T C M O N O P O L E T O W E R S T E E L 62 ' T. O . ( E ) V E R I Z O N W I R E L E S S P A N E L A N T E N N A S 58 ' (E ) V E R I Z O N W I R E L E S S P A N E L A N T E N N A S R A D C E N T E R (E) VERIZON WIRELESS (6) 7/8" COAX CABLES (3) 1-58" Ø (6x12) HYBRID CABLES TO REMAIN (E) VERIZON WIRELESS EQUIPMENT IN (E) VERIZON WIRELESS SHELTER (1) 12x24 OVP BOX (1) 6x12 OVP BOX TO REMAIN (E ) W R O U G H T I R O N FE N C E W / ME T A L S H E E T 61 ' ' T. O . ( E ) A T C M O N O P O L E T O W E R S T E E L 62 ' T. O . ( N ) V E R I Z O N W I R E L E S S P A N E L A N T E N N A S 58 ' / 6 0 . 7 ' (E ) & ( N ) V E R I Z O N W I R E L E S S P A N E L A N T E N N A S R A D C E N T E R (E) VERIZON WIRELESS (6) 7/8" COAX CABLES (3) 1-58" Ø (6x12) HYBRID CABLES TO REMAIN (E) VERIZON WIRELESS EQUIPMENT IN (E) VERIZON WIRELESS SHELTER (1) 12x24 OVP BOX (1) 6x12 OVP BOX TO REMAIN (E) ANTENNA SCREENING PANEL TO REMAIN UNCHANGED (E) ANTENNA SCREENING PANEL TO REMAIN UNCHANGED Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Job No. V-001 Re v i s i o n s A 11 / 1 6 / 2 1 DL PR E L I M I N A R Y RE V A CO N S T R U C T I O N D R A W I N G S wi r e l e s s 44 3 1 T O W N C E N T E R P L A C E KI N G W O O D T X , 7 7 3 3 9 SI T E N A M E : " S O U T H M T N " (7 0 0 - L T E , 8 5 0 - L T E , 8 5 0 - C D M A , 8 5 0 - C - B A N D , 19 0 0 - LT E , A W S - L T E , A W S 3 - L T E , CB R S - L T E A D D , C - B A N D A D D ) 11 1 0 3 / 4 E . 1 7 T H S T . U N I T # W C C 0 1 SA N T A A N A , C A , 9 2 7 0 1 0 11 / 0 4 / 2 2 DL FI N A L RE V 0 1 03 / 2 7 / 2 3 DL RE V I S E D P E R C O M M E N T S RE V 1 2 06 / 2 5 / 2 4 KE RE V I S E D P E R C O M M E N T S RE V 2 63 ' OV E R A L L H E I G H T O F P A N E L S C R E E N 63 ' OV E R A L L H E I G H T O F P A N E L S C R E E N (E) VERIZON WIRELESS (1) 12x24 RAYCAP BOX TO REMAIN (E) VERIZON WIRELESS 8'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 2 PER SECTOR, 6 TOTAL) (E) VERIZON WIRELESS 2'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 4'-0" PANEL ANTENNAS TO BE REMOVED (TYP. OF 2 PER SECTOR, 6 TOTAL) (E) VERIZON WIRELESS (1) 6x12 RAYCAP BOX TO REMAIN (E) VERIZON WIRELESS ERICSSON - 4449 RRU TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS ERICSSON - 8843 TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 4'-0" OMNI ANTENNA TO BE REMOVED (TYP. OF 1 PER SECTOR, 3 TOTAL) (N) VERIZON WIRELESS ERICSSON - 4408 (B48 DC) W/ KRE 105 281/1 TO BE INSTALLED (1 PER SECTOR, TOTAL 3) 10 A-6.3 (N) VERIZON WIRELESS 2'-6" PANEL ANTENNA TO BE INSTALLED (1 PER SECTOR, TOTAL 3) 5 A-6 (N) VERIZON WIRELESS 6'-0" PANEL ANTENNA TO BE INSTALLED (2 PER SECTOR, TOTAL 6) 2 A-6.1 (E) VERIZON WIRELESS (1) 12x24 RAYCAP BOX TO REMAIN (E) VERIZON WIRELESS (1) 6x12 RAYCAP BOX TO REMAIN (;3,5$7,21 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 PANEL ANTENNA 1/8" BRACKET GALV. STL. 2-1/2"Ø STANDARD MOUNTING PIPE 1/8" BRACKET GALV. STL. 3/8" BOLT (1-1/4" LONG) NUT & LOCKWASHER - GALV. STL. TYP. OF (2) 12 GAGE BRACKET GALV. STL. 3/8" BOLT (1-1/4" LONG) GALV. STL. NUT & LOCKWASHER 1-1/2" X 1" X 3/16" PIPE CLAMP-GALV. STL. TYP. OF (2) 3/8" THREADED ROD (6" LONG) W/ NUT & LOCKWASHER - GALV. STL. TYP. OF (2) 1-1/2" X 1" X 3/16" PIPE CLAMP-GALV. STL. TYP. OF (2) 1-1/2" X 1" X 3/16" PIPE CLAMP-GALV. STL. TYP. OF (2) 3/8" THREADED ROD (6" LONG) W/ NUT & LOCKWASHER - GALV. STL. TYP. OF (2) W ANTENNA PHYSICAL DATA LENGTH ('L'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT (WITHOUT MOUNTING KIT): RADOME MATERIAL: ANTENNA MODEL: ANTENNA TYPE: FREQUENCY RANGES: ANTENNA DATA SIDE VIEWFRONT VIEW 30.8" 16.1" 10.8" 88# FIBERGLASS (UV RESISTANT) "COMMSCOPE" AIR6449-LS6 MULTIBAND 3700 - 3980 MHZ BOTTOM VIEW H D PHYSICAL DATA HEIGHT ('H'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT: REMOTE RADIO UNIT MODEL: 8.4" 7.9" 4.1" 10 LBS "ERICSSON" Radio 4408 11 . 8 1 " T O S U R F A C E 15 . 7 5 " T O R R U S 11 . 8 1 " T O S U R F A C E 19 . 6 9 " T O A N T E N N A 39.38" WORKING CLEARANCE RECOMMENDED PLAN VIEWSIDE ELEV. VIEWFRONT ELEV. VIEW NOTES: 1. ERICSSON SUPPLIES THE RRUS. VERIZON WIRELESS G.C. SHALL SUPPLY ALL OTHER MATERIALS AND INSTALL ALL MOUNTING HARDWARE. 2. A SUPPORT FOR A SINGLE RRU SHALL HAVE A MINIMUM OF TWO ANCHORS/FASTENERS FOR EACH UNISTRUT CHANNEL. 3. ANCHORS AND UNISTRUT CHANNEL SHALL HAVE HOT-DIPPED GALVANIZED FINISH. 4. MOUNT RRUS TO UNISTRUT WITH 3/8"Ø UNISTRUT BOLTING HARDWARE AND SPRING NUTS. TYPICAL FOUR PER BRACKET. SUBCONTRACTOR SHALL SUPPLY. 5. NO PAINTING OF THE RRU OR SOLAR SHIELD IS ALLOWED. 6. MOUNT JUNCTION BOX TO UNISTRUT WITH UNISTRUT BOLTING HARDWARE AND SPRING NUTS. TYPICAL FOUR PER BRACKET. SUBCONTRACTOR SHALL SUPPLY. 7. INSTALL ANCHORS/FATENERS AT A SPACING OF NOT MORE THAN 24" o/c -WOOD STUDS: 1 4"Ø LAG BOLTS w/ MIN. 1" EMBEDMENT IN WOOD. -CONCRETE: 14"Ø HILTI KWIK BOLTS w/ 112" EMBEDMENT OR EQUAL. -THROUGH BOLT: 14"Ø A36/A307 THREADED ROD w/ NTS/WASHERS. 6. ANCHORED UNISTRUT SHALL HAVE HOT DIPPED GALVANIZED FINISH. 113 4" CLR. 77 8" C L R . 77 8" C L R . INSTALL RAIL DIRECT TO WALL OR TO UNISTRUTMOUNTING POLE A-6 5SCALE: 1" = 1'-0" 10SCALE: 1-1/2" = 1'-0" ANTENNA DETAIL ANT. MOUNTING DETAIL 4 - 4 9SCALE: -NOT USED8SCALE: -NOT USED7SCALE: -NOT USED6SCALE: -NOT USED AR C H I T E C T U R A L D E T A I L S SCALE: 1-1/2" = 1'-0"RRUS DETAIL/ MOUNTING DETAILS Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Job No. V-001 Re v i s i o n s A 11 / 1 6 / 2 1 DL PR E L I M I N A R Y RE V A CO N S T R U C T I O N D R A W I N G S wi r e l e s s 44 3 1 T O W N C E N T E R P L A C E KI N G W O O D T X , 7 7 3 3 9 SI T E N A M E : " S O U T H M T N " (7 0 0 - L T E , 8 5 0 - L T E , 8 5 0 - C D M A , 8 5 0 - C - B A N D , 19 0 0 - LT E , A W S - L T E , A W S 3 - L T E , CB R S - L T E A D D , C - B A N D A D D ) 11 1 0 3 / 4 E . 1 7 T H S T . U N I T # W C C 0 1 SA N T A A N A , C A , 9 2 7 0 1 0 11 / 0 4 / 2 2 DL FI N A L RE V 0 1 03 / 2 7 / 2 3 DL RE V I S E D P E R C O M M E N T S RE V 1 2 06 / 2 5 / 2 4 KE RE V I S E D P E R C O M M E N T S RE V 2 RRUS DETAIL/ MOUNTING DETAILS 1SCALE: 1-1/2" = 1'-0"3SCALE: -NOT USED2SCALE: -NOT USED ANTENNA DETAIL 1SCALE: 1" = 1'-0" ANTENNA COVER (KRE1012251) ANTENNA COVER (KRE1012251) (;3,5$7,21 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 W ANTENNA PHYSICAL DATA LENGTH ('L'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT (WITH MOUNTING KIT): MAX. WIND LOADING: MAX. WIND SPEED: RADOME MATERIAL: ANTENNA MODEL: ANTENNA TYPE: FREQUENCY RANGES: ANTENNA DATA SIDE VIEWFRONT VIEW 72.0" 11.9" 7.1" 43.7# 150 KM/H 150 MPH FIBERGLASS (UV RESISTANT) "COMMSCOPE" MODEL NHH-65B-R2B MULTIBAND 698-896 | 1695 -2360 MHZ 1850-1990 | 1920-2200 | 2300-2360 MHZ BOTTOM VIEW H D NOTES: 1.ERICSSON SUPPLIES THE RRUS. VERIZON WIRELESS G.C. SHALL SUPPLY ALL OTHER MATERIALS AND INSTALL ALL MOUNTING HARDWARE. 2. A SUPPORT FOR A SINGLE RRU SHALL HAVE A MINIMUM OF TWO ANCHORS/FASTENERS FOR EACH UNISTRUT CHANNEL. 3. ANCHORS AND UNISTRUT CHANNEL SHALL HAVE HOT-DIPPED GALVANIZED FINISH. 4. MOUNT RRUS TO UNISTRUT WITH 3/8"Ø UNISTRUT BOLTING HARDWARE AND SPRING NUTS. TYPICAL FOUR PER BRACKET. SUBCONTRACTOR SHALL SUPPLY. 5. NO PAINTING OF THE RRU OR SOLAR SHIELD IS ALLOWED. 6. MOUNT JUNCTION BOX TO UNISTRUT WITH UNISTRUT BOLTING HARDWARE AND SPRING NUTS. TYPICAL FOUR PER BRACKET. SUBCONTRACTOR SHALL SUPPLY. 7. INSTALL ANCHORS/FATENERS AT A SPACING OF NOT MORE THAN 24" o/c -WOOD STUDS: 1 4"Ø LAG BOLTS w/ MIN. 1" EMBEDMENT IN WOOD. -CONCRETE: 1 4"Ø HILTI KWIK BOLTS w/ 112" EMBEDMENT OR EQUAL. -THROUGH BOLT: 14"Ø A36/A307 THREADED ROD w/ NTS/WASHERS. 6. ANCHORED UNISTRUT SHALL HAVE HOT DIPPED GALVANIZED FINISH. PHYSICAL DATA HEIGHT ('H'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT: REMOTE RADIO UNIT MODEL: 20.6" 15.7" 7.2" 53.75# "ERICSSON" Radio 4490 & 4890 11 . 8 1 " T O S U R F A C E 15 . 7 5 " T O R R U S 11 . 8 1 " T O S U R F A C E 19 . 6 9 " T O A N T E N N A 39.38" WORKING CLEARANCE RECOMMENDED PLAN VIEWSIDE ELEV. VIEWFRONT ELEV. VIEW 113 4" CLR. 77 8" C L R . 77 8" C L R . A-6.1 AR C H I T E C T U R A L D E T A I L S 3SCALE: 1" = 1'-0" 4SCALE: -NOT USED1 ANTENNA DETAIL 2SCALE: 1" = 1'-0"NOT USED Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Job No. V-001 Re v i s i o n s A 11 / 1 6 / 2 1 DL PR E L I M I N A R Y RE V A CO N S T R U C T I O N D R A W I N G S wi r e l e s s 44 3 1 T O W N C E N T E R P L A C E KI N G W O O D T X , 7 7 3 3 9 SI T E N A M E : " S O U T H M T N " (7 0 0 - L T E , 8 5 0 - L T E , 8 5 0 - C D M A , 8 5 0 - C - B A N D , 19 0 0 - LT E , A W S - L T E , A W S 3 - L T E , CB R S - L T E A D D , C - B A N D A D D ) 11 1 0 3 / 4 E . 1 7 T H S T . U N I T # W C C 0 1 SA N T A A N A , C A , 9 2 7 0 1 0 11 / 0 4 / 2 2 DL FI N A L RE V 0 1 03 / 2 7 / 2 3 DL RE V I S E D P E R C O M M E N T S RE V 1 2 06 / 2 5 / 2 4 KE RE V I S E D P E R C O M M E N T S RE V 2 RRUS DETAIL/ MOUNTING DETAILS SCALE: 1-1/2" = 1'-0" (;3,5$7,21 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structural Analysis Report Structure :80 ft Monopole ATC Asset Name :Grand Ave ATC Asset Number :300865 Engineering Number :14763144_C3_01 Proposed Carrier :VERIZON WIRELESS Carrier Site Name :LAX GRAND AVENUE Carrier Site Number :5000373001 Site Location :1110 E. 17th St Santa Ana, CA 92701-2531 33.7587° N, 117.8559° W County :Orange Date :April 22, 2024 Max Usage :87% Analysis Result :Pass Created By: Sarah Kramer Structural Engineer I 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 Eng. Number 14763144_C3_01 April 22, 2024 Page 2 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Table of Contents Introduction ...........................................................................................................................................................................................3 Supporting Documents .........................................................................................................................................................................3 Analysis ...................................................................................................................................................................................................3 Conclusion ..............................................................................................................................................................................................3 Structure Usages ...................................................................................................................................................................................4 Maximum Reactions .............................................................................................................................................................................4 Tower Loading .......................................................................................................................................................................................5 Standard Conditions ............................................................................................................................................................... Attached Calculations.............................................................................................................................................................................. Attached 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 Eng. Number 14763144_C3_01 April 22, 2024 Page 3 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 80 ft Monopole tower to reflect the change in loading by VERIZON WIRELESS. Supporting Documents Tower:Tower Structures Job #STD 60' Pole, dated September 28, 1993 Foundation:Culp and Tanner Project #4000S100, dated July 13, 1995 Geotechnical:Soils International Project #616-110-88, dated November 15, 1988 Modification:TEP Job #93272.657519, dated February 18, 2022 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:95 mph (3-second gust) Basic Wind Speed w/ Ice:No Ice Considered Code(s):ANSI/TIA-222-H / 2021 IBC / 2022 California Building Code Exposure Category:B Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 1.30, S1 = 0.46 Site Class:D - Stiff Soil - Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact Engineering@americantower.com Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 Eng. Number 14763144_C3_01 April 22, 2024 Page 4 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structure Usages Structural Component Usage Control Result Pole Shaft 87.1%1.2D + 1.0W Pass Serviceability Usage 27.5%1.0D + 1.0W Pass Lower Flange Plate @ 60.0 ft 8.8%Bolts Pass Upper Flange Plate @ 45.0 ft 36.8%Bolts Pass Upper Flange Plate @ 30.0 ft 61.4%Bolts Pass Base Plate @ 0.0 ft 71.0%Plate Pass Pier 76.2%Moment [Soil]Pass Maximum Reactions Foundation Moment (k-ft)Axial (k)Shear (k) Monopole Base 968.7 24.2 15.6 *Reactions shown reflect the results from the Load Case with maximum Moment Structure base reactions were analyzed using available geotechnical and foundation information. 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 Eng. Number 14763144_C3_01 April 22, 2024 Page 5 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com VERIZON WIRELESS Final Loading Elev (ft)Qty Equipment Lines 60.7 3 Ericsson AIR 6419 B77D - 1 Raycap RC3DC-3315-PF-48 1 Raycap RCMDC-6627-PF-48 3 Ericsson RRUS 4490 3 Ericsson RRUS 4890 3 Ericsson Radio 4408 w/ Integrated Panel 3 T-Arm 3 Radome 58.0 6 Commscope NHH-65B-R2B (3) 1 1/4" Hybriflex Cable (6) 7/8" Coax 55.0 1 2' Std. Dish (1) EW180 47.0 1 RFS SUX4-107AB (1) EW180 1 Stand-Off28.0 3 10' Omni (3) 7/8" Coax Install proposed lines inside the pole shaft. Other Existing/Reserved Loading Elev (ft)Qty Equipment Lines Carrier 3 Ericsson AIR 6419 B77G78.0 3 T-Arm -AT&T MOBILITY 3 Commscope NNH4-65C-R6-V3 (102.5 lbs) 3 Ericsson RRUS 4415 B30 3 Ericsson RRUS 4478 B14 3 Ericsson RRUS 8843 B2, B66A 3 Ericsson RRUS E2 B29 3 Ericsson Radio 4449 B12,B71 76.0 6 CCI OPA65R-BU8D (5) 0.49" (12.4mm) Cable (3) 0.74" (18.7mm) Fiber AT&T MOBILITY 1 Raycap ESSV Concealment75.0 3 Ericsson AIR 6449 B77D/ C-Band -AT&T MOBILITY (If table breaks across pages, please see previous page for data in merged cells) 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: •Information supplied by the client regarding antenna, mounts, and feed line loading •Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Calculations 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144 © 2007 - 2022 by ATC LLC. All rights reserved. Page 1 of 1 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:26 ANALYSIS PARAMETERS Nominal Wind:95 mph Ice Wind:30 mph w/ 0" ice Service Wind:60 mph Risk Category:II Exposure:B Ss: 1.304 S1: 0.465 Topo Category: 1 Topo Factor: Method 1 Topo Feature: Structure Height:80 ft Base Elevation:0.00 ft Structure Type: Stepped Base Diameter:30 in Base Rotation:0°Taper:0.0000 (in/ft) GLOBAL BASE REACTIONS Load Case Moment (kip-ft) Axial (kip) Shear (kip) 1.2D + 1.0W 968.73 24.18 15.56 0.9D + 1.0W 962.67 18.13 15.54 1.2D + 1.0Di + 1.0Wi 106.10 22.44 1.77 1.2D + 1.0Ev + 1.0Eh 380.25 27.25 6.06 0.9D - 1.0Ev + 1.0Eh 374.87 13.37 6.05 1.0D + 1.0W 344.38 20.18 5.55 POLE SECTION PROPERTIES Section Length (ft) Flat Diameter (in)Thick (in) Joint Type Joint Length (in) Pole Shape Yield Strength (ksi)Top Bottom 1 30.000 30.00 30.00 0.500 0.000 Round 35 2 15.000 30.00 30.00 0.375 Butt Joint 0.000 Round 35 3 15.000 30.00 30.00 0.375 Butt Joint 0.000 Round 35 4 20.000 30.00 30.00 0.375 Butt Joint 0.000 Round 35 DISCRETE APPURTENANCE Elev (ft)Description 78.0 (3) Ericsson AIR 6419 B77G 78.0 (3) Generic Flat T-Arm 76.0 (3) Ericsson Radio 4449 B12,B71 76.0 (3) Ericsson RRUS 8843 B2, B66A 76.0 (3) Ericsson RRUS 4415 B30 76.0 (3) Ericsson RRUS 4478 B14 76.0 (3) Ericsson RRUS E2 B29 76.0 (3) Commscope NNH4-65C-R6-V3 (102. 76.0 (6) CCI OPA65R-BU8D 75.0 (3) Ericsson AIR 6449 B77D/ C-Band 75.0 (1) Raycap ESSV Concealment 60.7 (3) Ericsson AIR 6419 B77D 58.0 (3) Ericsson Radio 4408 w/ Integra 58.0 (3) Ericsson RRUS 4890 58.0 (3) Ericsson RRUS 4490 58.0 (1) Raycap RC3DC-3315-PF-48 58.0 (1) Raycap RCMDC-6627-PF-48 58.0 (6) Commscope NHH-65B-R2B 58.0 (3) Generic Flat T-Arm 58.0 (3) Radome 55.0 (1) Generic 2' Std. Dish 47.0 (1) RFS SUX4-107AB 28.0 (3) Generic 10' Omni 28.0 (1) Generic Round Stand-Off LINEAR APPURTENANCE Elev To (ft)Description 76.0 (3) 0.74" (18.7mm) Fiber 76.0 (5) 0.49" (12.4mm) Cable 58.0 (6) 7/8" Coax 58.0 (3) 1 1/4" Hybriflex Cable 55.0 (1) EW180 47.0 (1) EW180 28.0 (3) 7/8" Coax DISH SERVICEABILITY Load Case Elevation (ft)Deflection (in)Rotation (°) 1.0D + 1.0W 47.00 3.409 0.598 1.0D + 1.0W 55.00 4.450 0.640 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144_C3_01 ©2007 - 2022 by ATC LLC. All rights reserved. Page 1 of 9 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:32 ANALYSIS PARAMETERS Location:Orange County,CA Height:80 ft Type and Shape:Stepped, Round Base Diameter:30.00 in Manufacturer:Undetermined Top Diameter:30.00 in Kd (non-service):0.95 Taper: 0.0000 in/ft Ke: 0.99 Rotation: 0.000o ICE & WIND PARAMETERS Risk Category:II Design Wind Speed:95 mph Exposure Category:B Design Wind Speed w/ Ice:30 mph Topo Factor Procedure: Method 1 Design Ice Thickness:0.00 in Topographic Category: 1 Service Wind Speed:60 mph Crest Height: 0 ft HMSL: 154.00 ft SEISMIC PARAMETERS Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):1.27 TL (sec):8 P:1 Cs:0.299 Ss:1.304 S1:0.465 Cs Max:0.299 Fa:1.200 Fv:1.835 Cs Min:0.046 Sds:1.043 Sd1:0.569 LOAD CASES 1.2D + 1.0W 95 mph Wind with No Ice 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W 60 mph Wind with No Ice 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144_C3_01 ©2007 - 2022 by ATC LLC. All rights reserved. Page 2 of 9 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:32 SHAFT SECTION PROPERTIES Joint Len (in) Bottom Top Section Length (ft) Thick (in) Fy (ksi) Joint Type Weight (lb) Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Taper (in/ft) 1-R 30.00 0.5000 35 0.00 4,730 30.00 0.000 46.34 5,044.6 0.00 60.00 30.00 30.00 46.34 5,044.6 0.00 60.00 0.0000 2-R 15.00 0.3750 35 Butt 0.00 1,781 30.00 30.000 34.90 3,831.8 0.00 80.00 30.00 45.00 34.90 3,831.8 0.00 80.00 0.0000 3-R 15.00 0.3750 35 Butt 0.00 1,781 30.00 45.000 34.90 3,831.8 0.00 80.00 30.00 60.00 34.90 3,831.8 0.00 80.00 0.0000 4-R 20.00 0.3750 35 Butt 0.00 2,375 30.00 60.000 34.90 3,831.8 0.00 80.00 30.00 80.00 34.90 3,831.8 0.00 80.00 0.0000 Total Shaft Weight 10,667 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) No Ice Ice Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 78.00 Generic Flat T-Arm 3 0.75 0.000 312.50 12.900 0.01 312.50 12.900 0.01 78.00 Ericsson AIR 6419 B77G 3 0.80 0.000 66.10 3.797 0.01 66.10 3.797 0.01 76.00 Ericsson RRUS 8843 B2, B66A 3 0.80 0.000 72.00 1.639 0.01 72.00 1.639 0.01 76.00 Ericsson Radio 4449 B12,B71 3 0.80 0.000 74.00 1.639 0.01 74.00 1.639 0.01 76.00 Commscope NNH4-65C-R6-V3 (102.3 0.80 0.000 102.50 17.073 0.01 102.50 17.073 0.01 76.00 Ericsson RRUS E2 B29 3 0.80 0.000 60.00 3.145 0.01 60.00 3.145 0.01 76.00 Ericsson RRUS 4415 B30 3 0.80 0.000 46.00 1.842 0.01 46.00 1.842 0.01 76.00 CCI OPA65R-BU8D 6 0.80 0.000 76.50 18.089 0.01 76.50 18.089 0.01 76.00 Ericsson RRUS 4478 B14 3 0.80 0.000 59.90 1.842 0.01 59.90 1.842 0.01 75.00 Raycap ESSV Concealment 1 1.00 0.000 300.00 240.000 1.00 300.00 240.000 1.00 75.00 Ericsson AIR 6449 B77D/ C-Band 3 0.80 0.000 81.60 4.028 0.01 81.60 4.028 0.01 60.70 Ericsson AIR 6419 B77D 3 0.80 0.000 63.10 4.186 0.01 63.10 4.186 0.01 58.00 Generic Flat T-Arm 3 0.75 0.000 450.00 12.900 0.01 450.00 12.900 0.01 58.00 Commscope NHH-65B-R2B 6 0.80 0.000 43.70 8.079 0.01 43.70 8.079 0.01 58.00 Raycap RCMDC-6627-PF-48 1 0.80 0.000 32.00 4.056 0.01 32.00 4.056 0.01 58.00 Raycap RC3DC-3315-PF-48 1 0.80 0.000 32.00 3.781 0.01 32.00 3.781 0.01 58.00 Ericsson RRUS 4890 3 0.80 0.000 69.50 2.695 0.01 69.50 2.695 0.01 58.00 Ericsson RRUS 4490 3 0.80 0.000 68.40 2.695 0.01 68.40 2.695 0.01 58.00 Ericsson Radio 4408 w/ Integra 3 0.80 0.000 11.10 0.553 0.01 11.10 0.553 0.01 58.00 Radome 3 1.00 0.000 1000.00 180.000 0.67 1000.00 180.000 0.67 55.00 Generic 2' Std. Dish 1 1.00 0.000 14.00 5.228 1.00 14.00 5.228 1.00 47.00 RFS SUX4-107AB 1 1.00 0.000 77.00 18.390 1.00 77.00 18.390 1.00 28.00 Generic Round Stand-Off 1 1.00 0.000 187.50 5.200 1.00 187.50 5.200 1.00 28.00 Generic 10' Omni 3 1.00 0.000 25.00 3.000 1.00 25.00 3.000 1.00 Totals Row Count: 24 66 9,048.80 9,048.80 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg): 0.00 Elev From (ft) Elev To (ft)Qty Description Diameter (in) Weight (lb/ft)Flat Max/ Row Distance Between Rows(in) Distance Between Cols(in) Azimuth (deg) Distance From Face (in) Exposed To Wind Carrier 0.00 76.00 5 0.49" (12.4mm) Cable 0.49 0.2 N 0 0 0 0 0 N AT&T MOBILITY 0.00 76.00 3 0.74" (18.7mm) Fiber 0.74 0.24 N 0 0 0 0 0 N AT&T MOBILITY 0.00 58.00 6 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 58.00 3 1 1/4" Hybriflex Cabl 1.54 1 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 55.00 1 EW180 0.79 0.15 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 47.00 1 EW180 0.79 0.15 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 28.00 3 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIRELESS SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 0.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 0.0 5.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 10.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 15.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 20.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144_C3_01 ©2007 - 2022 by ATC LLC. All rights reserved. Page 3 of 9 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:32 SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 25.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 28.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 473.0 30.00 Top - Section 1 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 315.4 30.00 Bot - Section 2 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 35.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 40.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 45.00 Top - Section 2 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 45.00 Bot - Section 3 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 47.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 237.5 50.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 356.3 55.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 58.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 356.3 60.00 Top - Section 3 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 237.5 60.00 Bot - Section 4 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 60.70 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 83.1 65.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 510.7 70.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 75.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 76.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 118.8 78.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 237.5 80.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 237.5 Total:10,668.4 CALCULATED FORCES Load Case: 1.2D + 1.0W 95 mph Wind with No Ice 18 Iterations Gust Response Factor:1.10 Dead load Factor:1.20 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -24.18 -15.56 0.00 -968.7 0.00 968.73 1,459.66 437.90 1,135.73 1,135.17 0 0 0.871 5.00 -23.12 -15.53 0.00 -891.0 0.00 890.95 1,459.66 437.90 1,135.73 1,135.17 0.14 -0.26 0.802 10.00 -22.06 -15.49 0.00 -813.3 0.00 813.30 1,459.66 437.90 1,135.73 1,135.17 0.54 -0.5 0.733 15.00 -21.01 -15.42 0.00 -735.9 0.00 735.88 1,459.66 437.90 1,135.73 1,135.17 1.19 -0.72 0.664 20.00 -19.97 -15.35 0.00 -658.8 0.00 658.76 1,459.66 437.90 1,135.73 1,135.17 2.05 -0.92 0.595 25.00 -18.95 -15.27 0.00 -582.0 0.00 582.01 1,459.66 437.90 1,135.73 1,135.17 3.1 -1.09 0.527 28.00 -18.02 -14.98 0.00 -536.2 0.00 536.19 1,459.66 437.90 1,135.73 1,135.17 3.82 -1.19 0.486 30.00 -17.60 -14.91 0.00 -506.2 0.00 506.23 1,459.66 437.90 1,135.73 1,135.17 4.33 -1.25 0.459 30.00 -17.60 -14.91 0.00 -506.2 0.00 506.23 1,099.39 329.82 859.03 814.32 4.33 -1.25 0.640 35.00 -16.81 -14.80 0.00 -431.7 0.00 431.68 1,099.39 329.82 859.03 814.32 5.71 -1.38 0.547 40.00 -16.03 -14.68 0.00 -357.7 0.00 357.66 1,099.39 329.82 859.03 814.32 7.23 -1.52 0.456 45.00 -15.26 -14.59 0.00 -284.2 0.00 284.24 1,099.39 329.82 859.03 814.32 8.9 -1.64 0.365 47.00 -14.86 -14.16 0.00 -255.1 0.00 255.07 1,099.39 329.82 859.03 814.32 9.59 -1.68 0.329 50.00 -14.40 -14.05 0.00 -212.6 0.00 212.58 1,099.39 329.82 859.03 814.32 10.67 -1.74 0.276 55.00 -13.63 -13.81 0.00 -142.3 0.00 142.34 1,099.39 329.82 859.03 814.32 12.53 -1.8 0.189 58.00 -7.27 -6.17 0.00 -100.9 0.00 100.91 1,099.39 329.82 859.03 814.32 13.67 -1.83 0.131 60.00 -6.98 -6.12 0.00 -88.6 0.00 88.58 1,099.39 329.82 859.03 814.32 14.44 -1.84 0.115 60.70 -6.65 -6.03 0.00 -84.3 0.00 84.30 1,099.39 329.82 859.03 814.32 14.71 -1.85 0.110 65.00 -6.03 -5.86 0.00 -58.4 0.00 58.38 1,099.39 329.82 859.03 814.32 16.38 -1.87 0.077 70.00 -5.31 -5.68 0.00 -29.1 0.00 29.06 1,099.39 329.82 859.03 814.32 18.35 -1.89 0.041 75.00 -4.11 -0.29 0.00 -0.7 0.00 0.66 1,099.39 329.82 859.03 814.32 20.33 -1.89 0.005 76.00 -1.93 -0.15 0.00 -0.4 0.00 0.36 1,099.39 329.82 859.03 814.32 20.73 -1.89 0.002 78.00 -0.28 -0.03 0.00 -0.1 0.00 0.07 1,099.39 329.82 859.03 814.32 21.52 -1.89 0.000 80.00 0.00 -0.02 0.00 0.0 0.00 0.00 1,099.39 329.82 859.03 814.32 22.31 -1.89 0.000 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144_C3_01 ©2007 - 2022 by ATC LLC. All rights reserved. Page 4 of 9 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:32 CALCULATED FORCES Load Case: 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL)18 Iterations Gust Response Factor:1.10 Dead load Factor:0.90 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -18.13 -15.54 0.00 -962.7 0.00 962.67 1,459.66 437.90 1,135.73 1,135.17 0 0 0.862 5.00 -17.31 -15.49 0.00 -885.0 0.00 884.96 1,459.66 437.90 1,135.73 1,135.17 0.14 -0.26 0.793 10.00 -16.51 -15.42 0.00 -807.5 0.00 807.52 1,459.66 437.90 1,135.73 1,135.17 0.54 -0.5 0.724 15.00 -15.71 -15.35 0.00 -730.4 0.00 730.40 1,459.66 437.90 1,135.73 1,135.17 1.18 -0.72 0.655 20.00 -14.92 -15.26 0.00 -653.7 0.00 653.66 1,459.66 437.90 1,135.73 1,135.17 2.04 -0.91 0.587 25.00 -14.14 -15.18 0.00 -577.4 0.00 577.37 1,459.66 437.90 1,135.73 1,135.17 3.08 -1.08 0.520 28.00 -13.44 -14.88 0.00 -531.8 0.00 531.84 1,459.66 437.90 1,135.73 1,135.17 3.8 -1.18 0.479 30.00 -13.12 -14.81 0.00 -502.1 0.00 502.08 1,459.66 437.90 1,135.73 1,135.17 4.3 -1.24 0.452 30.00 -13.12 -14.81 0.00 -502.1 0.00 502.08 1,099.39 329.82 859.03 814.32 4.3 -1.24 0.631 35.00 -12.52 -14.69 0.00 -428.1 0.00 428.06 1,099.39 329.82 859.03 814.32 5.67 -1.37 0.539 40.00 -11.93 -14.57 0.00 -354.6 0.00 354.60 1,099.39 329.82 859.03 814.32 7.18 -1.51 0.448 45.00 -11.34 -14.47 0.00 -281.8 0.00 281.76 1,099.39 329.82 859.03 814.32 8.83 -1.63 0.358 47.00 -11.05 -14.05 0.00 -252.8 0.00 252.82 1,099.39 329.82 859.03 814.32 9.52 -1.67 0.322 50.00 -10.70 -13.93 0.00 -210.7 0.00 210.68 1,099.39 329.82 859.03 814.32 10.59 -1.72 0.270 55.00 -10.12 -13.70 0.00 -141.0 0.00 141.03 1,099.39 329.82 859.03 814.32 12.43 -1.79 0.184 58.00 -5.40 -6.11 0.00 -99.9 0.00 99.94 1,099.39 329.82 859.03 814.32 13.57 -1.81 0.128 60.00 -5.19 -6.06 0.00 -87.7 0.00 87.73 1,099.39 329.82 859.03 814.32 14.33 -1.83 0.113 60.70 -4.94 -5.97 0.00 -83.5 0.00 83.49 1,099.39 329.82 859.03 814.32 14.6 -1.83 0.107 65.00 -4.48 -5.81 0.00 -57.8 0.00 57.81 1,099.39 329.82 859.03 814.32 16.26 -1.86 0.075 70.00 -3.94 -5.63 0.00 -28.8 0.00 28.75 1,099.39 329.82 859.03 814.32 18.21 -1.87 0.039 75.00 -3.08 -0.26 0.00 -0.6 0.00 0.58 1,099.39 329.82 859.03 814.32 20.18 -1.88 0.004 76.00 -1.45 -0.13 0.00 -0.3 0.00 0.32 1,099.39 329.82 859.03 814.32 20.57 -1.88 0.002 78.00 -0.21 -0.03 0.00 -0.1 0.00 0.06 1,099.39 329.82 859.03 814.32 21.36 -1.88 0.000 80.00 0.00 -0.02 0.00 0.0 0.00 0.00 1,099.39 329.82 859.03 814.32 22.14 -1.88 0.000 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144_C3_01 ©2007 - 2022 by ATC LLC. All rights reserved. Page 5 of 9 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:32 CALCULATED FORCES Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 17 Iterations Gust Response Factor:1.10 Ice Dead Load Factor 1.00 Dead load Factor:1.20 Ice Importance Factor 1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -22.44 -1.77 0.00 -106.1 0.00 106.10 1,459.66 437.90 1,135.73 1,135.17 0 0 0.109 5.00 -21.44 -1.75 0.00 -97.2 0.00 97.25 1,459.66 437.90 1,135.73 1,135.17 0.02 -0.03 0.100 10.00 -20.45 -1.74 0.00 -88.5 0.00 88.48 1,459.66 437.90 1,135.73 1,135.17 0.06 -0.05 0.092 15.00 -19.45 -1.72 0.00 -79.8 0.00 79.79 1,459.66 437.90 1,135.73 1,135.17 0.13 -0.08 0.084 20.00 -18.46 -1.70 0.00 -71.2 0.00 71.19 1,459.66 437.90 1,135.73 1,135.17 0.22 -0.1 0.075 25.00 -17.46 -1.68 0.00 -62.7 0.00 62.70 1,459.66 437.90 1,135.73 1,135.17 0.34 -0.12 0.067 28.00 -16.60 -1.65 0.00 -57.6 0.00 57.65 1,459.66 437.90 1,135.73 1,135.17 0.42 -0.13 0.062 30.00 -16.20 -1.63 0.00 -54.4 0.00 54.36 1,459.66 437.90 1,135.73 1,135.17 0.47 -0.14 0.059 30.00 -16.20 -1.63 0.00 -54.4 0.00 54.36 1,099.39 329.82 859.03 814.32 0.47 -0.14 0.082 35.00 -15.45 -1.61 0.00 -46.2 0.00 46.22 1,099.39 329.82 859.03 814.32 0.62 -0.15 0.071 40.00 -14.69 -1.58 0.00 -38.2 0.00 38.19 1,099.39 329.82 859.03 814.32 0.79 -0.17 0.060 45.00 -13.94 -1.56 0.00 -30.3 0.00 30.29 1,099.39 329.82 859.03 814.32 0.97 -0.18 0.050 47.00 -13.59 -1.51 0.00 -27.2 0.00 27.17 1,099.39 329.82 859.03 814.32 1.04 -0.18 0.046 50.00 -13.14 -1.49 0.00 -22.6 0.00 22.64 1,099.39 329.82 859.03 814.32 1.16 -0.19 0.040 55.00 -12.38 -1.45 0.00 -15.2 0.00 15.20 1,099.39 329.82 859.03 814.32 1.36 -0.19 0.030 58.00 -6.61 -0.68 0.00 -10.8 0.00 10.85 1,099.39 329.82 859.03 814.32 1.48 -0.2 0.019 60.00 -6.32 -0.67 0.00 -9.5 0.00 9.49 1,099.39 329.82 859.03 814.32 1.56 -0.2 0.017 60.70 -6.04 -0.66 0.00 -9.0 0.00 9.01 1,099.39 329.82 859.03 814.32 1.59 -0.2 0.017 65.00 -5.41 -0.63 0.00 -6.2 0.00 6.19 1,099.39 329.82 859.03 814.32 1.78 -0.2 0.013 70.00 -4.69 -0.59 0.00 -3.1 0.00 3.06 1,099.39 329.82 859.03 814.32 1.99 -0.2 0.008 75.00 -3.40 -0.04 0.00 -0.1 0.00 0.11 1,099.39 329.82 859.03 814.32 2.2 -0.2 0.003 76.00 -1.78 -0.03 0.00 -0.1 0.00 0.06 1,099.39 329.82 859.03 814.32 2.24 -0.2 0.002 78.00 -0.29 -0.01 0.00 -0.0 0.00 0.01 1,099.39 329.82 859.03 814.32 2.33 -0.2 0.000 80.00 0.00 -0.01 0.00 0.0 0.00 0.00 1,099.39 329.82 859.03 814.32 2.42 -0.2 0.000 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144_C3_01 ©2007 - 2022 by ATC LLC. All rights reserved. Page 6 of 9 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:32 CALCULATED FORCES Load Case: 1.0D + 1.0W 60 mph Wind with No Ice 18 Iterations Gust Response Factor:1.10 Dead load Factor:1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -20.18 -5.55 0.00 -344.4 0.00 344.38 1,459.66 437.90 1,135.73 1,135.17 0 0 0.317 5.00 -19.34 -5.53 0.00 -316.6 0.00 316.63 1,459.66 437.90 1,135.73 1,135.17 0.05 -0.09 0.292 10.00 -18.50 -5.51 0.00 -289.0 0.00 288.97 1,459.66 437.90 1,135.73 1,135.17 0.19 -0.18 0.267 15.00 -17.67 -5.49 0.00 -261.4 0.00 261.41 1,459.66 437.90 1,135.73 1,135.17 0.42 -0.26 0.243 20.00 -16.83 -5.46 0.00 -234.0 0.00 233.97 1,459.66 437.90 1,135.73 1,135.17 0.73 -0.33 0.218 25.00 -16.00 -5.43 0.00 -206.7 0.00 206.69 1,459.66 437.90 1,135.73 1,135.17 1.1 -0.39 0.193 28.00 -15.24 -5.32 0.00 -190.4 0.00 190.40 1,459.66 437.90 1,135.73 1,135.17 1.36 -0.42 0.178 30.00 -14.91 -5.30 0.00 -179.8 0.00 179.75 1,459.66 437.90 1,135.73 1,135.17 1.54 -0.44 0.169 30.00 -14.91 -5.30 0.00 -179.8 0.00 179.75 1,099.39 329.82 859.03 814.32 1.54 -0.44 0.235 35.00 -14.27 -5.26 0.00 -153.3 0.00 153.26 1,099.39 329.82 859.03 814.32 2.03 -0.49 0.201 40.00 -13.64 -5.21 0.00 -127.0 0.00 126.97 1,099.39 329.82 859.03 814.32 2.57 -0.54 0.169 45.00 -13.01 -5.18 0.00 -100.9 0.00 100.90 1,099.39 329.82 859.03 814.32 3.16 -0.58 0.136 47.00 -12.68 -5.03 0.00 -90.5 0.00 90.54 1,099.39 329.82 859.03 814.32 3.41 -0.6 0.123 50.00 -12.30 -4.99 0.00 -75.4 0.00 75.45 1,099.39 329.82 859.03 814.32 3.79 -0.62 0.104 55.00 -11.66 -4.90 0.00 -50.5 0.00 50.51 1,099.39 329.82 859.03 814.32 4.45 -0.64 0.073 58.00 -6.19 -2.19 0.00 -35.8 0.00 35.80 1,099.39 329.82 859.03 814.32 4.86 -0.65 0.050 60.00 -5.95 -2.17 0.00 -31.4 0.00 31.43 1,099.39 329.82 859.03 814.32 5.13 -0.65 0.044 60.70 -5.68 -2.14 0.00 -29.9 0.00 29.91 1,099.39 329.82 859.03 814.32 5.23 -0.66 0.042 65.00 -5.16 -2.08 0.00 -20.7 0.00 20.71 1,099.39 329.82 859.03 814.32 5.82 -0.66 0.030 70.00 -4.56 -2.02 0.00 -10.3 0.00 10.30 1,099.39 329.82 859.03 814.32 6.52 -0.67 0.017 75.00 -3.43 -0.10 0.00 -0.2 0.00 0.22 1,099.39 329.82 859.03 814.32 7.22 -0.67 0.003 76.00 -1.61 -0.05 0.00 -0.1 0.00 0.12 1,099.39 329.82 859.03 814.32 7.36 -0.67 0.002 78.00 -0.24 -0.01 0.00 -0.0 0.00 0.02 1,099.39 329.82 859.03 814.32 7.64 -0.67 0.000 80.00 0.00 -0.01 0.00 0.0 0.00 0.00 1,099.39 329.82 859.03 814.32 7.93 -0.67 0.000 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144_C3_01 ©2007 - 2022 by ATC LLC. All rights reserved. Page 7 of 9 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:32 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period (SS):1.304 Spectral Response Acceleration at 1.0 Second Period (S1):0.465 Long-Period Transition Period (TL – Seconds):8 Importance Factor (Ie):1.000 Site Coefficient Fa:1.200 Site Coefficient Fv:1.835 Response Modification Coefficient (R):1.500 Design Spectral Response Acceleration at Short Period (Sds):1.043 Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.569 Seismic Response Coefficient (Cs):0.299 Upper Limit CS:0.299 Lower Limit CS:0.046 Period based on Rayleigh Method (sec):1.270 Redundancy Factor (p):1.000 Seismic Force Distribution Exponent (k):1.380 Total Unfactored Dead Load:20.180 k Seismic Base Shear (E):6.040 k 1.2D + 1.0Ev + 1.0Eh Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -27.25 -6.06 0.00 -380.25 0.00 380.25 1,459.66 437.90 1,136 1,135.17 0.00 0.00 0.35 5.00 -26.08 -6.09 0.00 -349.95 0.00 349.95 1,459.66 437.90 1,136 1,135.17 0.06 -0.10 0.33 10.00 -24.90 -6.09 0.00 -319.52 0.00 319.52 1,459.66 437.90 1,136 1,135.17 0.21 -0.20 0.30 15.00 -23.72 -6.06 0.00 -289.08 0.00 289.08 1,459.66 437.90 1,136 1,135.17 0.47 -0.28 0.27 20.00 -22.55 -6.00 0.00 -258.78 0.00 258.78 1,459.66 437.90 1,136 1,135.17 0.80 -0.36 0.24 25.00 -21.85 -5.96 0.00 -228.77 0.00 228.77 1,459.66 437.90 1,136 1,135.17 1.22 -0.43 0.22 28.00 -21.01 -5.89 0.00 -210.89 0.00 210.89 1,459.66 437.90 1,136 1,135.17 1.50 -0.47 0.20 30.00 -20.12 -5.79 0.00 -199.12 0.00 199.12 1,099.39 329.82 859 814.32 1.70 -0.49 0.26 30.00 -20.12 -5.79 0.00 -199.12 0.00 199.12 1,459.66 437.90 1,136 1,135.17 1.70 -0.49 0.19 35.00 -19.23 -5.68 0.00 -170.16 0.00 170.16 1,099.39 329.82 859 814.32 2.24 -0.54 0.23 40.00 -18.34 -5.54 0.00 -141.76 0.00 141.76 1,099.39 329.82 859 814.32 2.84 -0.60 0.19 45.00 -17.98 -5.49 0.00 -114.04 0.00 114.04 1,099.39 329.82 859 814.32 3.50 -0.65 0.16 45.00 -17.98 -5.49 0.00 -114.04 0.00 114.04 1,099.39 329.82 859 814.32 3.50 -0.65 0.16 47.00 -17.35 -5.36 0.00 -103.07 0.00 103.07 1,099.39 329.82 859 814.32 3.77 -0.66 0.14 50.00 -16.46 -5.16 0.00 -86.99 0.00 86.99 1,099.39 329.82 859 814.32 4.19 -0.68 0.12 55.00 -15.91 -5.03 0.00 -61.18 0.00 61.18 1,099.39 329.82 859 814.32 4.93 -0.71 0.09 58.00 -8.38 -3.04 0.00 -46.09 0.00 46.09 1,099.39 329.82 859 814.32 5.38 -0.72 0.06 60.00 -8.26 -3.00 0.00 -40.02 0.00 40.02 1,099.39 329.82 859 814.32 5.68 -0.73 0.06 60.00 -8.26 -3.00 0.00 -40.02 0.00 40.02 1,099.39 329.82 859 814.32 5.68 -0.73 0.06 60.70 -7.27 -2.72 0.00 -37.92 0.00 37.92 1,099.39 329.82 859 814.32 5.79 -0.73 0.05 65.00 -6.42 -2.44 0.00 -26.24 0.00 26.24 1,099.39 329.82 859 814.32 6.45 -0.74 0.04 70.00 -5.58 -2.14 0.00 -14.03 0.00 14.03 1,099.39 329.82 859 814.32 7.24 -0.75 0.02 75.00 -4.64 -1.79 0.00 -3.31 0.00 3.31 1,099.39 329.82 859 814.32 8.02 -0.75 0.01 76.00 -1.92 -0.76 0.00 -1.52 0.00 1.52 1,099.39 329.82 859 814.32 8.18 -0.75 0.00 78.00 0.00 0.00 0.00 0.00 0.00 0.00 1,099.39 329.82 859 814.32 8.50 -0.75 0.00 80.00 0.00 0.00 0.00 0.00 0.00 0.00 1,099.39 329.82 859 814.32 8.81 -0.75 0.00 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -13.37 -6.05 0.00 -374.87 0.00 374.87 1,459.66 437.90 1,136 1,135.17 0.00 0.00 0.34 5.00 -12.79 -6.05 0.00 -344.63 0.00 344.63 1,459.66 437.90 1,136 1,135.17 0.05 -0.10 0.31 10.00 -12.21 -6.03 0.00 -314.38 0.00 314.38 1,459.66 437.90 1,136 1,135.17 0.21 -0.19 0.29 15.00 -11.63 -5.99 0.00 -284.21 0.00 284.21 1,459.66 437.90 1,136 1,135.17 0.46 -0.28 0.26 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144_C3_01 ©2007 - 2022 by ATC LLC. 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Page 8 of 9 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:32 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 20.00 -11.05 -5.92 0.00 -254.26 0.00 254.26 1,459.66 437.90 1,136 1,135.17 0.79 -0.35 0.23 25.00 -10.70 -5.87 0.00 -224.64 0.00 224.64 1,459.66 437.90 1,136 1,135.17 1.20 -0.42 0.21 28.00 -10.29 -5.79 0.00 -207.03 0.00 207.03 1,459.66 437.90 1,136 1,135.17 1.48 -0.46 0.19 30.00 -9.85 -5.70 0.00 -195.44 0.00 195.44 1,099.39 329.82 859 814.32 1.67 -0.48 0.25 30.00 -9.85 -5.70 0.00 -195.44 0.00 195.44 1,459.66 437.90 1,136 1,135.17 1.67 -0.48 0.18 35.00 -9.41 -5.58 0.00 -166.96 0.00 166.96 1,099.39 329.82 859 814.32 2.21 -0.53 0.21 40.00 -8.97 -5.44 0.00 -139.05 0.00 139.05 1,099.39 329.82 859 814.32 2.80 -0.59 0.18 45.00 -8.80 -5.38 0.00 -111.85 0.00 111.85 1,099.39 329.82 859 814.32 3.44 -0.64 0.15 45.00 -8.80 -5.38 0.00 -111.85 0.00 111.85 1,099.39 329.82 859 814.32 3.44 -0.64 0.15 47.00 -8.48 -5.25 0.00 -101.09 0.00 101.09 1,099.39 329.82 859 814.32 3.71 -0.65 0.13 50.00 -8.05 -5.06 0.00 -85.34 0.00 85.34 1,099.39 329.82 859 814.32 4.13 -0.67 0.11 55.00 -7.78 -4.92 0.00 -60.04 0.00 60.04 1,099.39 329.82 859 814.32 4.85 -0.70 0.08 58.00 -4.09 -2.98 0.00 -45.27 0.00 45.27 1,099.39 329.82 859 814.32 5.29 -0.71 0.06 60.00 -4.04 -2.95 0.00 -39.31 0.00 39.31 1,099.39 329.82 859 814.32 5.59 -0.72 0.05 60.00 -4.04 -2.95 0.00 -39.31 0.00 39.31 1,099.39 329.82 859 814.32 5.59 -0.72 0.05 60.70 -3.55 -2.67 0.00 -37.24 0.00 37.24 1,099.39 329.82 859 814.32 5.69 -0.72 0.05 65.00 -3.14 -2.40 0.00 -25.78 0.00 25.78 1,099.39 329.82 859 814.32 6.35 -0.73 0.04 70.00 -2.72 -2.10 0.00 -13.78 0.00 13.78 1,099.39 329.82 859 814.32 7.12 -0.74 0.02 75.00 -2.27 -1.76 0.00 -3.25 0.00 3.25 1,099.39 329.82 859 814.32 7.89 -0.74 0.01 76.00 -0.94 -0.75 0.00 -1.49 0.00 1.49 1,099.39 329.82 859 814.32 8.04 -0.74 0.00 78.00 0.00 0.00 0.00 0.00 0.00 0.00 1,099.39 329.82 859 814.32 8.35 -0.74 0.00 80.00 0.00 0.00 0.00 0.00 0.00 0.00 1,099.39 329.82 859 814.32 8.66 -0.74 0.00 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144_C3_01 ©2007 - 2022 by ATC LLC. 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Page 9 of 9 Model ID: 84184 Scenario ID: 311785 4/22/2024 8:36:32 ANALYSIS SUMMARY Base Reactions Max Usage Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) Elev (ft) Interaction Ratio 1.2D + 1.0W 15.56 0.00 24.18 0.00 0.00 968.73 0.00 0.87 0.9D + 1.0W 15.54 0.00 18.13 0.00 0.00 962.67 0.00 0.86 1.2D + 1.0Di + 1.0Wi 1.77 0.00 22.44 0.00 0.00 106.10 0.00 0.11 1.2D + 1.0Ev + 1.0Eh 6.09 0.00 27.25 0.00 0.00 380.25 0.00 0.35 0.9D - 1.0Ev + 1.0Eh 6.05 0.00 13.37 0.00 0.00 374.87 0.00 0.34 1.0D + 1.0W 5.55 0.00 20.18 0.00 0.00 344.38 0.00 0.32 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144 Task ID: 524508 Page 1 of 4 4/22/2024 8:37:29 BASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 968.73 24.18 15.56 PLATE PARAMETERS (ID# 24921) Width:50 in Shape:8 Thickness:2.5 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Rod Detail Type:c Clear Distance -in Base Weld Size:0.125 in Orientation Offset:22.5 ° Analysis Type:Plastic Neutral Axis:45 ° ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy (ksi) Fu (ksi) Spacing (in) Offset (°) Original [ID#25574]Radial 12 2.25 44 A615-75 75 100 -15 COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.5" (Round)46.3379 --5044.59 - Bolt Group Original (12) 2.25"ø 3.9761 3.2477 0.8393 8349.61 4.5 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.5" (Round)968.7 24.18 15.56 1.000 Bolt Group Original (12) 2.25"ø 968.7 -15.56 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:45 ° Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 1.813 to 2.900 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 36.583 0.00 57.161 1011.3 1852.0 54.6% Corners 36.583 0.00 57.161 1011.3 1852.0 54.6% Circumferential 40.964 0.00 64.006 1471.5 2073.8 71.0% PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive Capacity ФPn (k)Interaction Result Original 12 2.25 79.4 2.1 243.6 34.1% 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144 Task ID: 524508 Page 2 of 4 4/22/2024 8:37:29 UPPER FLANGE PLATE ANALYSIS @ 30 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 506.23 17.6 14.91 PLATE PARAMETERS (ID# 24920) Width:36 in Shape:Round Thickness:1.375 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Plastic Neutral Axis:200 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy (ksi) Fu (ksi) Spacing (in) Offset (°) Original [ID#25575]Radial 36 0.75 33 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.375" (Round)34.9007 --3830.43 - Bolt Group Original (36) 0.75"ø 0.4418 0.3345 0.0089 1547.54 10.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.375" (Round)506.2 17.60 14.91 1.000 Bolt Group Original (36) 0.75"ø 506.2 -14.91 1.000 UPPER FLANGE PLATE BEND LINE ANALYSIS @ 30 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:200 ° Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 4.638 to 5.485 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 16.216 0.00 7.664 51.7 248.3 20.8% Corners 16.216 0.00 7.664 51.7 248.3 20.8% Circumferential 18.707 0.00 8.842 101.2 286.5 35.3% PLASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive Capacity ФPn (k)Interaction Result Original 36 0.75 17.5 0.7 30.1 61.4% 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144 Task ID: 524508 Page 3 of 4 4/22/2024 8:37:29 UPPER FLANGE PLATE ANALYSIS @ 45 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 284.24 15.26 14.59 PLATE PARAMETERS (ID# 24922) Width:36 in Shape:Round Thickness:1.375 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Plastic Neutral Axis:200 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy (ksi) Fu (ksi) Spacing (in) Offset (°) Original [ID#25576]Radial 36 0.75 33 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.375" (Round)34.9007 --3830.43 - Bolt Group Original (36) 0.75"ø 0.4418 0.3345 0.0089 1547.54 10.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.375" (Round)284.2 15.26 14.59 1.000 Bolt Group Original (36) 0.75"ø 284.2 -14.59 1.000 UPPER FLANGE PLATE BEND LINE ANALYSIS @ 45 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:200 ° Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 4.638 to 5.485 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 16.216 0.00 7.664 29.4 248.3 11.8% Corners 16.216 0.00 7.664 29.4 248.3 11.8% Circumferential 18.707 0.00 8.842 57.6 286.5 20.1% PLASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive Capacity ФPn (k)Interaction Result Original 36 0.75 10.1 0.6 30.1 36.8% 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144 Task ID: 524508 Page 4 of 4 4/22/2024 8:37:29 LOWER FLANGE PLATE ANALYSIS @ 60 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 88.58 6.98 6.12 PLATE PARAMETERS (ID# 24923) Width:36 in Shape:Round Thickness:1.375 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Plastic Neutral Axis:135 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy (ksi) Fu (ksi) Spacing (in) Offset (°) Original [ID#25577]Radial 36 0.875 33 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.375" (Round)34.9007 --3830.43 - Bolt Group Original (36) 0.875"ø 0.6013 0.4617 0.0170 2119.98 9.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.375" (Round)88.6 6.98 6.12 1.000 Bolt Group Original (36) 0.875"ø 88.6 -6.12 1.000 LOWER FLANGE PLATE BEND LINE ANALYSIS @ 60 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:135 ° Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 3.591 to 4.263 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 16.596 0.00 7.844 9.3 254.2 3.7% Corners 16.596 0.00 7.844 9.3 254.2 3.7% Circumferential 16.336 0.00 7.721 13.9 250.2 5.5% PLASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive Capacity ФPn (k)Interaction Result Original 36 0.875 3.3 0.3 41.6 8.8% 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144 Task ID: 524508 Page 1 of 2 4/22/2024 8:37:36 PIER FOUNDATION ANALYSIS GLOBAL REACTIONS Moment (k-ft)Axial (k)Shear (k) 968.73 24.18 15.56 FOUNDATION PARAMETERS Pier Diameter:D 5.00 ft Pier Embedment Depth:L-h 18.0 ft Pier Height above Grade:h 0.50 ft Concrete Compressive Strength:3,000 psi Vertical Rebar:(18) #11 bars [60 ksi] Tie Rebar: s #4 bars @ 6.0" c/c [40 ksi] Rebar Clear Cover:3.00 in SOIL PARAMETERS Water Table Depth [BGL]:GW -ft Layer Depth (ft)Unit Weight Cohesion Friction Angle Ultimate Skin Friction Ultimate Net Bearing Top Bottom pcf psf °psf psf 0 2 105 0 0 0 0 2 3.5 107 0 27 50 0 3.5 8.5 107 0 27 150 0 8.5 13.5 107 0 28 350 0 13.5 19 108 0 28 550 13,900 SOIL STRENGTH ANALYSIS Volume of Concrete (ft3) Buoyant Weight of Concrete (k) Skin Friction Resistance (k) Inflection Point [BGL] (ft) 363.25 54.49 79.33 12.85 SOIL MOMENT ANALYSIS Total Lateral Resistance (k) Moment at Inflection Point, Mu (k-ft) Additional Resistance (k-ft) Nominal Moment Capacity, ФMn (k-ft) Soil Moment Usage, Mu / ФMn 602.05 1,176.52 0.00 1,544.78 76.2% SOIL COMPRESSION ANALYSIS Compressive Bearing Resistance (k) Compressive Force, Pu (k) Additional Resistance (k) Nominal Compressive Capacity, ФPn (k) Soil Compressive Usage, Pu / ФPn 272.93 42.41 0.00 264.19 16.1% 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024 ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:14763144 Task ID: 524508 Page 2 of 2 4/22/2024 8:37:36 REINFORCING STEEL STRENGTH ANALYSIS Rebar Cage Diameter (in) Steel Elastic Modulus, E (ksi) Strength Bending/Tension Reduction Factor, Фb Strength Shear Reduction Factor, Фv Strength Compression Reduction Factor, Фc 51.59 29,000 0.9 0.75 0.65 PIER REINFORCING MOMENT ANALYSIS Design Moment, Mu (k-ft) Nominal Moment Capacity, ФbMn (k-ft)Bending Reinforcement Ratio Pier Rebar Flexure Usage, Mu/ФbMn 979.98 3,190.90 0.01 30.7% PIER REINFORCING COMPRESSION ANALYSIS Buoyant Weight of Concrete (k) Design Compression, Pu (k) Nominal Compressive Capacity, ФpPn (k) Pier Rebar Compressive Usage, Pu / ФpPn 54.49 42.41 4,588.04 0.9% PIER REINFORCING SHEAR ANALYSIS Design Shear, Vu (k) Nominal Shear Capacity, ФvVn (k) Pier Rebar Shear Usage, Vu / ФvVn 143.85 329.29 43.7% 1110 3%4 E Seventeenth St, Unit #WCC01 10/18/2024