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Home My WebLink About2961 3%4 W MacArthur Blvd WCC01 - PlanBldg #101123041 APPROVALS: PLNG - F. Arias BLDG - A. So CITY OF SANTA ANA Planning and Building Agency ABBREVIATIONS LEGAL DESCRIPTION ABV. ABBREVIATION EQ. EQUAL MECH. MECHANICAL ■ N/A AC ACOUSTIC(AL) EQUIP. EQUIPMENT MET. METAL A/C AIR CONDITIONING EXIST. EXISTING MIN. MINIMUMverizon Master ID: ALT. ALTERNATE EX. EXTERIOR MISC. MISCELLANEOUS ALUM. ALUMINUM F.S. FACE OF STUD NAT. NATURAL Date: A.B. ANCHOR BOLT FIN. FINISH N. NORTH APPROX. APPROXIMATE FIX. FIXURE ARCH. ARCHITECTURAL) FL. FLOOR N.I.C. N.T.S. NOT IN CONTRACT NOT TO SCALESITE � II II NAME: CALVARY CHAPEL A.C. ASPHALTIC CONCRETE F.L. FLOW LINE O.C. ON CENTER BM. BEAM F.D. FLOOR DRAIN O.D. OUTSIDE DIAMETER (7 LT E C D M A LT E C 19 LT BLK(G) BLOCKING FLOUR. FLOURESCENT OPNG. OPENING 0 0 - , 8 5 0 - , 8 5 0 - , 8 5 0 - -BAND , 0 0 - E , \ BD. BOARD FTJ FOOT PER PPP. OPPOSITE AW S AW S 3 C BA N D ADD) 80T. BOTTOM FTG. FOOTING PL. PLATE , , BLDG. BUILDING FDN. FOUNDATION PLYWD. PLYWOOD CAB. CABINET REINF. REINFORCE(ING) GAL. GALLON C.I. CAST IRON RM. ROOM GGALVANIZED C.B. CATCH BASIN SCHED. SCHEDULE ATC SITE I D # : 413975 G.I..I. GALVANIZED IRON . . CLG. CEILING SEC. SECTION G. GAS CEM. CEMENT SHT. SHEET M TX - 4 3/ MARINA GA. GAUGE CER. CERAMIC SIM. SIMILAR C.O. CLEAN OUT G.L. GLASS S. SOUTH 2961 W. MACARTHUR B LV D L G.L. GLUED LAMINATE CLR. CLEAR SPECS. SPECIFICATIONS P M COL. COLUMN SQ. SQUARE SANTA ANA CA 92704 HT. HEIGHT , CONC. CONCRETE STD. STANDARD REFERENCE GOGGLE MAPS VICINITY MAP PROJECT TEAM SHEET INDEX CONN. CONNECTION H.M. HOLLOW METAL STL. STEEL HORIZ. HORIZONTAL THIS VICINITY MAP NOT TO SCALE CONT. CONTINUE(OUS) STRUCT. STRUCTURAL �� . -_ — SHEET DET. DETAIL H.B. HOSE BIBB SUSP. SUSPENDED NUMBER DESCRIPTION T-1 TITLE SHEET INFO. INFORMATION DIAM. DIAMETER T & P TELEPHONE &POWER � - - - APPLICANT: TOWER OWNER: I.D.INSIDE DIAMETER DIM. DIMENSION THK. THICK � � — r _I VERIZON WIRELESS AMERICAN TOWER CORPORATION 15505 SAND CANYON AVE. 10 PRESIDENTIAL WAY T-2 GENERAL NOTES & SYMBOLS DR. DOOR INSUL. INSULATE(ION) T & B TOP &BOTTOM _ o o O �_ I ! BUILDING D, FIRST FLOOR WOBURN, MA 01 801 IRVINE, CA. 92618 A-1 OVERALL SITE PLAN DBL. DOUBLE INT. INTERIOR TYP. TYPICAL • ' 0 o p A-2 ENLARGED SITE PLAN DN. DOWN JT. JOINT U.N.O. NLESS NOTED OTHERWISE ' APPLICANT'S AGENT: A-3 ANTENNA PLANS . • • o o _ THE DERNA GROUP A-4 NORTHWEST ELEVATIONS DS. DOWN SPOUT KIT. KITCHEN VENT. VENTILATION 22431 ANTONIO PKWY SUITE B160-234 A-6 NORTHEAST ELEVATIONS DWG. DRAWING LAB. LABORATORY VERT. VERTICAL Q a' i "1, RANCHO SANTA MARGARITA, CA 92688 A-6.1 ARCHITECTURAL DETAILS D.F. DR FOUNTAIN LT. LIGHT DRINKING I G OUN W WATER a 1. 1 A-6.2 ARCHITECTURAL DETAILS � SITE EA. EACH LIN. LINEAL WT. WEIGHT r � � ARCHITECT: ENGINEER: E. EAST MFR. MANUFACTUR(ER'S) W.W.M. WELDED WIRE MESH _ 4 _ � '!� 1 AMS WIRELESS JACOB GORALSKI, PE 4431 TOWN CENTER PLACE JACOB GORALSKI, PLLC ELEC. ELECTRIC(AL) M.O. MASONRY OPENING W. WEST KINGWOOD, TX 77339 1106 COLBI ST. EL. ELEVATION MAT. MATERIAL WI WITH ` • • • o 0 0 CONTACT: KYLE ELLIOTT KENNEDALE, TX 76060 PH: (270) 316-7546 ENCL. ENCLOSURE MAX. MAXIMUM WD. WOOD 0 OWNER: MACARTHUR FAIRVIEW PARK LLC Jacob Digitally signed • - 0 0 2961 W. MACARTHUR BLVD. by Jacob Goralski PROJECT DESCRIPTION , �_ �'' e o 'Gill SANTAANA,CA92704-6907 II/' Goralski Date: 08:4404-0500'$ MODIFICATION TO AN EXISTING VERIZON WIRELESS COMMUNICATIONS UNMANNED SUBSTATION TO CONSIST OF THE FOLLOWING: • 1. RETAIN NINE (9) EXISTING &-0" PANEL ANTENNAS. (3 PER SECTOR) 2. RETAIN THREE (3) EXISTING (4449) RRUS. (1 PER SECTOR) PROJECT INFORMATION APPROVALS 5. RETAIN THREE (3)EXISTING (884RRUS. (1 PER SECTOR) NOTES 5. INSTALL THREE (3) NEW 2'-4" PANEL ANTENNAS. (1 PER SECTOR) 6. INSTALL ONE (1) NEW 3315 RAYCAP BOX @ ANTENNA LOCATION. 7. INSTALL ONE (1) NEW 3315 RAYCAP BOX @ EQUIPMENT LOCATION. ALL WORK AND MATERIALS SHALL COMPLY WITH THE FOLLOWING: APPROVED BY DATE INITIALS COMMENTS 1 . THE MAXIMUM NUMBER OF GPS ANTENNAS TO REMAIN IS TWO (2). 8. INSTALL ONE (1) NEW 1-5/8"0 HYBRIFLEX "HOME RUN" CABLE WITHIN EXISTING CABLE ROUTE. 1. 2022 CALIFORNIA ADMINISTRATIVE CODE 2. THE SIZE, HEIGHT, DIRECTION AND LOCATION OF ANTENNAS SHALL BE ADJUSTED 9. RETAIN ONE (1) EXISTING 1-5/8`0 HYBRIFLEX "HOME RUN" CABLE WITHIN EXISTING CABLE 2. 2022 CALIFORNIA BUILDING CODE TO MEET SYSTEM REQUIREMENTS AS NEEDED ROUTE. 3. 2022 CALIFORNIA RESIDENTAL CODE 10. RETAIN SIX (6) EXISTING COAX CABLES. 4. 2022 CALIFORNIA ELECTRICAL CODE 3. ALL ITEMS, WHETHER EXISTING OR NEW, WHICH ARE WITHIN THE VERIZON 11. THE SIZE OF THE EXISTING EQUIPMENT LEASE AREA AND FACILITY HEIGHT WILL REMAIN 5. 2022 CALIFORNIA PLUMBING CODE WIRELESS LEASE AREA ARE TO BE APPROVED UNCHANGED. 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 EXISTING # OF ANTENNAS: 9 COMMENTS: FINAL # OF ANTENNAS: 12 EXISTING # OF RRUS: 5 FINAL # OF RRUS: 5 CONSTRUCTION DATA: R F DOCUMENT SPECIAL INSPECTIONS JURISDICTION: ORANGE COUNTY VERIZON WIRELESS RF DOCUMENT: 6/9/2021 NONE APN: 414-161-10 TYPE OF CONSTRUCTION: V-A PROPRIETARY INFORMATION OCCUPANCY: B-TELEPHONE ZONING: N/A NOT FOR USE OR DISCLOSURE OUTSIDE VERIZON WIRELESS EXCEPT UNDER WRITTEN TRACT: N/A LOT: N/A AGREEMENT BLOCK: N/A 00 00 C\I C O N� Q `o ■� c o IO ,2 ro 5c U�(D a _-rn ,�Q rn U) 0 LO 0 m_ J w O oQ Q 0 CO = 0 _� z Um Q w U mO }- CE0,(C2) J Iz CV ::)0) �—< ;Q� OD 3: I Q L1J LU CU =Z JC)Q QQ U)O U WJ Q Q Lu �U Q L w0- J O z 1 // /)'� Qrz T �� VJ z z 0) o o w Lommmmmmma Q� ESS/pN 1 0/8/2024 GOP-y,��lF2G'' ti >e m a No. C 85861 A Tq� OF CAL\E�� EXPIRATION: 9/30/2026 w O Jm n- M tY � w Z X ZLU F O 0_ z M Y v v w > w Q z J Q > LL o > o w o o w 0) r r o g N ) N O n , O m CON w o y O m�TT 0 CC Q O T-1 Job No. V-001 :E (E) COMPOUND (E) TOWER OVERALL SITE PLAN 0 15 30 60 GRAPHIC SCALE NORTH SCALE: 1-30'-T M0914)1E] ±42.76' L ±37.93' L MACARTHUR UND ±140.17' ± 142.37' 0 01, N +I rn N C7 +I 0 L0 +I CITY OF SANTA ANA Planning and Building Agency proved FOR PE CE Master ID: Date: 00 N a7 O N� ■� C o O L L m -� U�CD (�Q (D)LO o � 0 .C: m_ J w o Q Q co = 0 Q �� z m O CE O0 U) �� =Q z� D > > U rr Q Q �Q UQ WO U�J QQ LU -.gig Q�� w8- C �zCE Cn Q z Q z m rn� O N w o Q� ESS/C1 0/8/2024 G 0R91�1- O� � m No. C 85861 A * J'�qT CMl FOF CAUF� EXPIRATION: 9/30/2026 W U U a °' N CO LU ti W r- W ~ U 0 O O O z M Y v v w Q _z � U Q o w LL o w m ccm o o m O Y � r CC I Q O A-1 Job No. V-001 CIT'j,OF SANTA ANA Planning and Building Agency (N) V (E) VERIZO (E) V (E) V VAULT ENLARGED SITE PLAN 0 0.5 1 2 GRAPHIC SCALE ROUNDING TEST WELL ATS UTOMATIC TRANSFER SWIT':'H 0 CSC KaIIsTte r I DDISCONNECT E LE`f�` $lI/CAL IENEARLate• GEN G ENERATOR RECEPTACAL LIE, V AND HOLE, VAULT IB CE BRIDGE K ENTROX BOX LC LIGHTING CONTROL M METER PB PULL BOX PP POWER POLE T TELCO TRN TRANSFORMER ------ CHAINLINK FENCE 0 NORTH SCALE: 3/4-1' 0 f l�U� N Q- C) Q Q If CE z — L i- 0 0 o IJ I W Q Q co Uwm O mo Q>z J> JU n �N ( CE 0 co Q W 1-- CE ;QU U U)0 Q6Q Uz 00 USJ QQ GU -.Lu-0 Q Q� J 5 O Z ��J 1 G Q z Q vJ 1 I LL! v z m V/ O N W Lo �- 00 Q� ESS/C1 0/8/2024 G0�9��'`��G�� O� No. C 85861 A * J'�qT CMl FOF CA,UF� EXPIRATION: 9/30/2026 W U U) a °' N C) LU ti W r— W ~ U 0 O O O z M Y ,;I- t w j Q z_ U Q 0 o o w w m Lc o m O D] O Y CC Q O F-2V -001 yE CITY OF SANTA ANA Planning and Building Agency 300" GAMMA AZIMUTH PROPOSED ANTENNA SCHEDULE AZIM- CABLE CENTER CABLE ANTENNA SECTOR RRUS/RAYCAP TECHNOLOGIES UTH RUN LINE TYPE/SIZE TYPE ALPHA 1 W ±75' 49' (2) COAX CABLES (1) NHH84-65C-R3B (1) 3315 RAYCAP BOX ALPHA 2 55' ±75' 49' (1)1-518" HYBRID (2) NHH-65C-R2B (1) 4449 RRU 700-LTE, 850 5G,1900-LTE, (DUAL MOUNTED) (1) 8843 RRU AWS-LTE, AWS-LTE ALPHA 55° ±75' 49' (1)AIR 6419 LSU665G BETA 1 195' ±75 49' (2) COAX CABLES (1) NHHS4.65C-R3B (1) 3315 RAYCAP BOX BETA 2 195' ±75 49' (1)1-518" HYBRID (2) NHH-65C-R2B (1) 4449 RRU 700-LTE, 850 5G,1900-LTE, (DUAL MOUNTED) (1) 8843 RRU AWS-LTE, AWS-LTE BETA 3 195' ±75' 49' - (1) AIR 6419 LSUB65G GAMMA 1 300, ±75' 49' (2) COAX CABLES (1) NHHS4-65C-R3B (1) 3315 RAYCAP BOX GAMMA 2 300' ±75' 49' (2) NHH-65C-R2B (1) 4449 RRU 700-LTE, 850 5G, 1900-LTE, (DUAL MOUNTED) (1) 8843 RRU AWS-LTE, AWS-LTE GAMMA3 300' ±75' 49' (1)AIR 6419 - LSUB65G (6) COAX CABLES (3) KRE105281/1 (2) 3315 RAYCAP BOX TOTAL: (2)1-518" HYBRID (3) NHHS4-65C-R3B (3) 4449 RRU (6) NHH-65C-R2B (3) 8843 RRU 300, GAMMA AZIMUTH ro 55' ALPHA ^^^ AZIMUTH A62 ANDREWNHH-65C-R2B ANTENNAS BETA RELOCATED TO DUAL MOUNT AZIMUTH 195' BETA (TYP. OF 2 PER SECTOR, 3 TOTAL) AZIMUTH PROPOSED ANTENNA PLAN 0 1 2 4 GRAPHIC SCALE (E) VERIZON WIRELESS 8843 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 4449 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) 55' ALPHA AZIMUTH 3 (E) VERIZON WIRELESS RAYCAP BOX TO REMAIN (1 TOTAL) (N) VERIZON WIRELESS (1) 1-5/8"0 HYBRIFLEX "HOME RUN" CABLE TO BE INSTALLED WITHIN (E) CABLE ROUTE (N) VERIZON WIRELESS 3315 RAYCAP BOX TO TO BE INSTALLED 9(1 TOTAL) (N) VERIZON WIRELESS 5 2'-4" PANEL ANTENNAS TO BE INSTALLED A-6 (TYP. OF 1 PER SECTOR, 3 TOTAL) NORTH SCALE: 112"=1'-0" 300' GAMMA AZIMUTH 300' GAMMA AZIMUTH G1 Master ID: EXISTING ANTENNA SCHEDULE AZIM- CABLE CENTER CABLE ANTENNA SECTOR RRUS/RAYCAP TECHNOLOGIES UTH RUN LINE TYPE/SIZE TYPE ALPHA 1 55° ±75' 51, (2) COAX CABLES (1) SBNHH-1 D65C (1) 3315 RAYCAP BOX ALPHA 2 55' ±75' 51' (1)1-5/8" HYBRID (1) NHH-65C-R2B (1) 4449 RRU 700-1-TE, 850 5G,1900-1-TE, AWS-LTE, (1) 8843 RRU AWS-LTE ALPHA 3 55° ±75' 51' (1) NHH-65C-R2B 700-1-TE, 850 5G,1900-1-TE, AWS-LTE, AWS-LTE BETA1 195' ±75' 51' (2) COAX CABLES (1) SBNHH-1 D65C BETA 2 195' ±75' 51, (1) NHH-65C-R2B (1) 4449 RRU 700-1-TE, 850 5G,1900-1-TE, AWS-LTE, (1) 8843 RRU AWS-LTE BETA 3 195' ±75' 51' (1) NHH-65C-R2B - 700-1-TE, 850 5G,1900-1-TE, AWS-LTE, AWS-LTE GAMMAI 300' ±75' 51, (2) COAX CABLES (1) SBNHH-1 D65C GAMMA 2 300' ±75' 51' (1) NHH-65C-R2B (1) 4449 RRU 700-LTE, 850 5G,1900-1-TE, AWS-LTE, (1) 8843 RRU AWS-LTE GAMMA 3 300' ±75' 51' (1) NHH-65C-R2B 700-1-TE, 850 5G,1900-1-TE, AWS-LTE, AWS-LTE (6) COAX CABLES (3) SBNHH-1 D65C (3) 4449 RRU TOTAL: (1)1-518" HYBRID (6) NHH-65C-R2B (3) 8843 RRU (1) 3315 RAYCAP BOX 55' ALPHA AZIMUTH 300' 195, s BETA AZIMUTH 195' BETA 3 (E) VERIZON WIRELESS SBNHH-1 D65C ANTENNAS TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS ANDREW NHH-65C-R2B ANTENNAS TO BE RELOCATED TO DUAL MOUNT (TYP. OF 2 PER SECTOR, 3 TOTAL) 55, ALPHA AZIMUTH (E) VERIZON WIRELESS 3315 RAYCAP BOX TO REMAIN (1 TOTAL) (E) VERIZON WIRELESS 4449 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 8843 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) AZIMUTH 0 EXISTING ANTENNA PLAN NORTH SCALE: 1 /2"=1'-0" 0 1 2 4 GRAPHIC SCALE 00 00 N a7 O N� Q . — C O >,0 LL C t5 T m - U�CD (�Q (D)0 O N 0 t .a_ m— J W Q Q co = O Q _j� z m U m O CE J oO IY N ::) m z <co =Q Q JD < > U err z Q0 Q UQ z0 U2J QQ z O Q >> � 8 > z Q Q ( Q z m 6 O N 0 w o �- 00 Q� ESS/pN 10/8/2024 GOR9Z�'`��G�� O� No. C 85861 A J'�qT CNII FOF Cp, EXPIRATION: 9/30/2026 W U W d m M L ti W � F-- X W U O O (D z M Y V v w 7 Q !r 0 Q > LL a o o o w o w 0) m 0 9) r N U N O o m o Y c 9)-T o rl DE1Q O A-3 Jab No. V-001 :E CITY OF SANTA ANA Planning and Building Agency (E) VERIZON WII ANDREW NHH-65C-R2B ANl TO BE RELOCATED TO DUAL (TYP. OF 2 PER SECTOR, 3 (E) VERIZON WIRELESS 4449 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 8843 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS SBNHH-1 D65C ANTENNAS TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) ATC 55'-0" HIGH MONOPINE TO REMAIN UNCHANGED (E) VERIZON WIRELESS (6) COAX CABLES (1) 1-5/81' HYBRID CABLE TO REMAIN (E) GENERATOR (E) CMU WALL GRADE 5 (N) VERIZON WIRELESS A� 2'4" PANEL ANTENNAS TO BE INSTALLED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 1 ANDREW NHH-65C-R2B ANTENNAS A 6.2 TO BE RELOCATED TO DUAL MOUNT (TYP. OF 2 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 4449 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 8843 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (N) VERIZON WIRELESS 22 3315 RAYCAP BOX A-6.1 TO BE INSTALLED (1 TOTAL) (E) VERIZON WIRELESS SBNHH-1 D65C ANTENNAS TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) ATC 55'-0" HIGH MONOPINE TO REMAIN UNCHANGED (E) VERIZON WIRELESS (6) COAX CABLES (1) 1-5/8" HYBRID CABLE TO REMAIN (N) VERIZON WIRELESS (1) 1-5/8" HYBRIFLEX "HOME RUN" CABLES TO BE A-6.1 INSTALLED WITHIN (E) CABLE ROUTE (E) GEP (E) Cr w u) U Q z w z (O Q z J z w z z w Q z a Z Q co J w � z LO w a w c (D z LU w UN Iz T j z w O O w _2 W Ln Ln (n w _ J U w z w Q w c~n m Cr LU z p O z a a� U O LO Q 0 w_ o � Q ('3 w w = O Q CE w 0 EXISTING NORTH ELEVATION 0 5 10 20 GRAPHIC SCALE PROPOSED NORTH ELEVATION 0 5 10 20 GRAPHIC SCALE A • • • - • TOM . Master ID: Date: SCALE: 1-10'-0" SCALE: 1" 10'-0" raa J IN Q z CE z w 0 0 Q Li 0000 I N a7 0 N0 Q . — 0 O,E: m -CD U�� Q U) (D) 0 LO o � 0 .C:_ m— J W Q Q Q (o = Q _� zz Uwm U m� _O LO (n NI-- ::) ( \ m Q >>U < Q Q LLl Q wz J0Q CU QQ 0 Uco QQ wU — I �o Q > Q W J rn O r Z �y LL QrQ T� fr 0z z o 0) °0 W L U Q� ESS/C1 0/8/2024 O� h m No. C 85861 A * J'�qT CNII FOF Cp, EXPIRATION: 9/30/2026 w U) a °' N M 0�ti LU z ~ U 0 O O (D z M Y v v w > Q z CLL 0 Q a o o> oWSW mo=�o= U) N U N o com Y fn N o r LC Q O FNo. V-0 :E CITY OF SANTA ANA Planning and Building Agency (E) VERIZON WIRELESS ANDREW NHH-65C-R2B ANTENNAS TO BE RELOCATED TO DUAL MOUNT (TYP. OF 2 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 4449 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 8843 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS SBNHH-1D65C ANTENNAS TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) ATC 55'-0" HIGH MONOPINE TO REMAIN UNCHANGED (E) VERIZON WIRELESS (6) COAX CABLES (11)1697e HYBRID CABLE TO REMAIN (t) lUFltillNt I (E) CMU WALL 5 (N) VERIZON WIRELESS A-6 2'4" PANEL ANTENNAS TO BE INSTALLED (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 1 ANDREW NHH-65C-R2B ANTENNAS A-6.2 TO BE RELOCATED TO DUAL MOUNT (TYP. OF 2 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 4449 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) VERIZON WIRELESS 8843 RRU TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (N) VERIZON WIRELESS �2 3315 RAYCAP BOX A 6.1 TO BE INSTALLED (1 TOTAL) (E) VERIZON WIRELESS SBNHH-1D65C ANTENNAS TO REMAIN (TYP. OF 1 PER SECTOR, 3 TOTAL) (E) ATC 55'-0" HIGH MONOPINE TO REMAIN UNCHANGED (E) VERIZON WIRELESS (5) COAX CABLES (1) 1-5/8" HYBRID CABLE TO REMAIN (N) VERIZON WIRELESS (1) 1-5/8" HYBRIFLEX "HOME RUN" CABLES TO BE A-6.1 INSTALLED WITHIN (E) CABLE ROUTE (E) CABINET (E) CMU WALL u Li W U _ O z LU w Q U) z W m z Q J rr w w z F- w ZQ 2 d O O Q IL O U) z z_ b� w c� IO w LO co Ln D_ L U Oz z w CE Q O w c co w z = W O N Q LU W CE CC W = W > O I O w ~ rr N FE O LU > O w GRADE ACC Q w z w = z z U) Q z Q Cl CC W J W 0] w z ElmQ z Q O Z J W C_ W C O z CO Z z a- CE �0- -i InO O > U)~ LO z0 0)(-) LO a�ww Q �wU z U w O Q Q 2 z w w O O > CC z H J LLJ > �_ Q Z W w W O O GRADE EXISTING WEST ELEVATION 0 5 10 20 GRAPHIC SCALE PROPOSED WEST ELEVATION 0 5 10 20 GRAPHIC SCALE Master ID: Date: SCALE: 1-10'-0" SCALE: 1-10'-0` 0000 i N O N� Q . — Cc: O m >1 �CD U�CD (�Q U) (D)0 LO O N 0 .C:_ m- J W o Q Q co = Q �r z z Um w m O_> JU Ir N CE QQQ �� I �UwO CE QOQUQ<2 �z0Q U>�U LLi QU -.1-g:�QwD rn1: �zEfc~n ICE for < ��Oz z 0) zo o w Lo Q� ESS/C1 0/8/2024 GOR9�s`��c 0� No. C 85861 A * J'�qT CMl FOF CA,UF� EXPIRATION: 9/30/2026 w U a °' N c' LU ti W r— ~ w U 0 >O O O ~_ Z M Y v v w Q CLL O Q a O cc O m N U N O o O C3 m m O w Y r CC I Q O A-5 Job No. V-001 :E NOT USED SCALE: 1 NOT USED SCALE: NOT USED SCALE: 2 I NOT USED SCALE: 3 I NOT USED SCALE: 6 NOT USED SCALE: 4 I FRONTVIEW SIDEVIEW BOTTOM VIEW ANTENNA DATA ANTENNA MODEL: ANTENNA TYPE: FREQUENCY RANGES: ANTENNA PHYSICAL DATA "COMMSCOPE" AIR6419-B77D MULTIBAND 3700 -3980 MHZ LENGTH CL): 31 .2" WIDTH <:W'): 16.1' DEPTH CD'): 9.1' NET WEIGHT (WITHOUT MOUNTING Kil): 63.1 # RADOME MATERIAL: FIBERGLASS (UV RESISTANl) ANTENNA DETAIL PANEL ANTENNA - - - -� 318" BOLT (1-1/4" LONG) NUT & LOCKWASHER-GALV, STL. TYP, OF(2) 1/8'' BRACKET GALV. STL. 12 GAGE BRACKET GALV, STL. 318" BOLT (1-1/4" LONG) GALV. s· NUT & LOCKWASHER 2-1/2"0 STANDARDMOUNTING PIPE1-1/2'' X 1" X 311!!' PIPE CLAMP-GALV. STL. TYP. OF(2) 318" THREADED ROD (6" LON NUT & LOCKWASHER-GALV. STL. TYP.OF(2) 1-1/2'' X 1" X3/1!!' PIPECLAMP-GALV, STL. TYP. OF (2) 1-1/2'' X 1" X3/1!!' PIPECLAMP-GALV. STL. TYP. OF (2 ) 1/8'' BRACKET GALV, STL. SCALE: 1"= 1'-0" 7 I ANT. MOUNTING DETAIL SCALE: 1-1/2" = 1'-0'' 5 8 .l1l (ll Q. Q. <( li 0 w c3 � LL a: a: I-w (/)z w o_ 0 I-:, Q w w 0 0 0 l'- co N • _J w D... 0 <( �I � 0 -cil w ,>-� o_rr o C'J LL l!l C/J <((IJ 3: ><(·<( � _J O (JJ <( ��0 l!JW (IJ I= -_J w' .. I- 0 W _J 0 I OJ � a� 0 r--0 <( -z caz 0 6 w IC/) LO (IJ 3: _J !!! <( GJ � 0:: LL � <( � 0 C 0 o>, LL C � CO (ll Cf)� OiI� -o.-rn co (ll -<( C/J DJO LO-� (1)-g � � LO :::J c'. �m- CJ) 0 CJ) CJ >"'" _J z_JO<(-m r---I-Sa: C\I w <( ::J CJ) 0 a:I<( _j 0 1--a: 0 <( z-a: 0(3 <( ::J -<(z l-b�!@::J ·1--l-a:> Z I I>....,.. QC/) .-....... a: zC!) CJ) 0 R1 <( 0 w en� 0, en a. gi Q) a:: r---UJ .... Q) I- ><"I-z 1-__ w :> (.) Cl :>�o 0� I- (!)�zC'? S2 0 80 <( � o 11' > 0 > 0 W O W0) a:T""" a: U) C 0 'iii -� a: <( 0 A-6 Job No. V-001 . CITY OF SANTA ANA Planning and Building Agency NOT USED SCALE: I RADIO FREQUENCY SYSTEMS T h e C I e a r C h o i c e RFS' unique HYBRIFLEX RRH hybrid feeder cabling solution was developed to reduce 1-tallatlon complexity and costs at cellular sites. HYBRIFLEX allows mobile operators deploying an RRH architecture to standardize the RRH installation process and eliminate the need for and cost of cable gronding. u HYBRIFLEX combines optical fiber (multi -ode or single -mode) and power in a single corrugated cable. Specifications Power cable Film optic cable cl anctMstics • lhed ro Iced Iho RRH a Ronde Radio Una (2RU) MaRmode or salplenwtle Rber Ia data transfer name-rermdam PVC jadaH rnarrcC . F•Le perfo,ITLLT G 651. G 652 G 655 or G 657 Co—I-1 on obnd— F l iuk, an d cooper w,res Acrybte-coated optical Iwe, worn a tnermodaslro bdlabon Flan —rclam PVC Ncae1 seconder/ coating - Anmd yarn layer and a PVC facet to pro fact the face, Norms and stanchrds aMl- .NBRNU247-3'. betalM cables cam PVC to rominN vaaapes up to 450/730V, .SDT 23!L 3 70R(TELEBRAs) Part 3: Isolated oantluda,a ror food m&wne allat(IEC 60227-3 MOD) - NBR 14108 (ABNT) • NOR NM 280: CUnductws (lialis ed Cables fIEC 6=8 MOD) - NEIR NM 247.2. 19olaled cables win PVC 1. rpmmol voaages up to 45WWV, part 2: Method OFI M (EC 6M7-2 MOD) Q RFS' HYBRIFLEX RRH hybrid feeder cabling solution combines optical fiber and DC power for Remote Radio Heads (RRHs) in a single lightweight aluminum corrugated cable, making it the world's most innovative solution for RRH deployments Features • Aluminum corrugated armor with outstanding bending characteristics • Installation of gripped fiber optic cable parrs directly to the RRH (individual UV -protection jacket) • Accessories common with firs standard 12-Inch and 7/8-inch feeder cables (grounding kits, hanger kits and wallglands) • Optical fiber and power cables housed in a single corrugated cable • Outer conductor grounding • Robust cabling • Lightweight aluminum solution and compact design • outdoor polyethylene jacket • Bulk delivery and factory pre -terminated options available • Connects up to 3 sectors with a single cable • Minimizes installation time • On -site and pre-connectorized options • Eliminates typical need for junction boxes • Supports CELLFLEX• accessories range • Extremely lightweight aluminum construction Benefits • Minimizes installation time and enables mechanical protection and shielding as well as the ability to ground the RAM • Reduces capital expenditures (CAPER) and wind load by eliminating need for Interconnection or split-up hoses • Reduces inventory requirements and simplifies insulation logistics • Saves CAPFX by standardizing RRH cable installation and reducing workforce requirements • Ellminates usual grounding cable and saves installation costs • nlm)nates need for expensive cable Iran and ducts • Decreases tower load • Ensures long-lasting cable protection • Provides the ability to choose the right spp,oach for each deployment scenario i WIRELESS MOBILE RADIO MICROWAVE IN TUNNEL IN BUILDING TV & RADIO HF & DEFENSE www.rfsworld.com 1-sector cable 3-sector cable Structure 11""ir—pli aturrinurn armor, main Jai 1380(05a)- 2n XII sR)•• OIsmat•rlwarjack tnarrnakini 15.80(062) 2780(109) Wgrotectlon llydNl•Aal am Uternaljili yes yes -D4ercmautlo egW�Nagm LCF1355a "CWcawMrclx aduiwl•rtb LCF7680JL p Mechanical properties eingla banding radius, mm Bn) 70 (3) 120 (5) kWklph, bwaling radius, mm lln) 125(5) 250(10) Cabte wayRR YIP. 11191111, —_ 022(0. 15) 0.5510.37) flact itarmi llefy dithri m name sp Kft m (M 06 (10(2.013 25) 0,811.0 (2.751125) canine -tons protector dorktp whilNg process Bubale wrap BWa'a wrap Electrical properties GO-r•abbnn almr•nun anra,f•sm(OfIWgO 278(0.85) 1.4210.43) DC-misuncepmwcW-b.GBLm(CMO M— 25m1W=8.21(25) 2.5mm1.8.21(2.5) Fiber optic properties Fib., op•c w•rskan MutFmpd_aa_Mn{�a-mode MLOmoDua Mglancds Rbordplk Comkiad UNn) 507i25or_&1_25 - ——5b125a9n25 RBeraptic primary Callum Ocryfate) (1ar8 250 250 Rb•r optic a.eartlarif w01111utlat (Pvc)(Irrry 900 900 Fnvironment SP*Cffgmu— Installahontemperature -20'C 1..65-C ove,abon (emue,amre-20°Cro•B6°C aw vaw « ® vF.nwm ins.0 l°n±l'1 a xsa, (K) u>unana (N) %4"DIA. UNISTRUT BC' T TOP AND BOTTOM (4-TOTAL) (N) UNISTRUT P1000 TOP AND BOTTOM (N) RAYCAP (MAX. WT. 30LBS.) a D WORMSEYE VIEW i r," FRONT VIEW nn, I— i L 0ACKET SUPPLIED BY RAYCAP MANUFACTURER 9W M COND. 1 SIDE VIEW (N) 3/8" 'U'-BOLT TOP AND BOTTOM (N) 1/4"0 UNISTRUT BOLT TOP AND BOTTOM (4-TOTAL) COND. 2 AS OCCURS (AT STRUT FRAME) RAYCAP MANUFACTURER SPECS: RAYCAP MODEL: RxxDC-4750PF-48 RxxDC-3103PF-48 RxxDC-3300PF-48 RxxDC-3315PF-48 PHYSICAL DATA HEIGHT 'H' : 25.66" 25,66" 25.66" WIDTH ('W'): DEPTH ('D"): 15.73" 10.25" 15.73" 10.25" 15.73" 10.25" NET WEIGHT: UNIT+MOUNT 21.5# 24.2# 26.9# USE: SURGE PROTECTION CABLING: POWER, NORMAL OPERATING VOLTAGE: 48V DC FIBER OPTIC OR MAX. OPERATING VOLTAGE: 75V DC HYBRID CABLES UP TO SKIN: UV RESISTANT 2" DIAMETER SAFETY STANDARD: UL1449 TOP AND BOTTOM COND. 3 (N) 1 /4"O UNISTRUT BOLT TOP AND BOTTOM, TYP. (4-TOTAL EACH CONDITION) (N) 3/8" 'U'-BOLT TnP AND BOTTOM (N) 1 /4"O UNISTRL BOLT TOP AND BOTTOM (4-TOTA (N) 1 /4" SPRING NUT AND BOLT (N) UNISTRUT P1( TOP AND BOTTO MOUNTING PIPS COND. 2 COND. 3 SIDE VIEW (AT PIPE MOUNT) TING NOTES: 1. VERIZON TO SUPPLY POWER/FIBER JUNCTION BOX. VERIZON WIRELESS G.C. SHALL SUPPLY ALL OTHER MATERIALS AND INSTALL ALL MOUNTING HARDWARE. 2. A SUPPORT FOR A SINGLE POWER/FIBER JUNCTION BOX 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 JUNCTION BOX TO UNISTRUT WITH UNISTRUT BOLTING HARDWARE AND SPRING NUTS. TYPICAL FOUR PER BRACKET. SUBCONTRACTOR SHALL SUPPLY. 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: Y4"O LAG BOLTS W MIN. 1" EMBEDMENT IN WOOD. -CONCRETE: 4"O HILTI KWIK BOLTS w/ 1%" EMBEDMENT OR EQUAL. -THROUGH BOLT:)/4O A36/A307 THREADED ROD w/ NTSAASHERS. 8. ANCHORED UNISTRUT SHALL HAVE HOT DIPPED GALVANIZED FINISH. Master ID: Date: RAYCAP BOX DETAIL SCALE: n I 1-1/2" = T-0L " SLOTTED UNISTRUT MACHINE BOLT & NUT SPRING NUT SLOTTED UNISTRUT LOCK WASHER MACHINE BOLT - SIZE AS NOTED EQUIPMENT BRACKET SCALE: 3 I NOT USED SCALE: 4 I UNISTRUT CONNECTION DETAIL SCALE: 5 I HYBRIFLEX CABLE SPECIFICATIONS 1-112°=1'-0" 6"=1'-oe Ali 00 00 O N� Q c `o Cc to L co -� U�CD (�Q U) (D) O LO O N 0 .0 m— W O Q Q co = Q �� Jz_ m I— C) O <> Ir N ::)O W CEO2 QQQ CO 3: I Q n� J� >>U �U � Qz QC)QUQ�O Uco QQ UU — - I FLL o I p Q w W8- �z =� Q U Q T `� z � Q o U W o 1.0 Q� ESSIr) 1 0/a/2024 GOR9�iP`��Gt O� `o m No. C 85861 A enT9T CNII FOF Cis, EXPIRATION: 9/30/2026 w W a e' N c) ^` Lu N W W f— ZLu ~ U 0 >O O O ~_ Z M `1 v ZQ0 O*Q LL o W OF W p U) N U N O 7 M W O co O Y fA col `o C Q o A-6 .1 Job No. V-001 :E I A B C E E F Eel H 27.-1 383. 1 2 1 3 4 1 1 2 3 4 DUAL MOUNT ANTENNA BRACKET DRAWING 5 6 1 7 1 8 1 9 1 10 1 11 REVISIONS REV. DESCRIPTION A ECR 8000020448: RELEASE TO PRODUCTION PER EAO 604161 B ECR 8000025302: UPDATE DRAWING. an 3"0 STANDARD PIPE M GALV STL. M12 HE (TYP.) GALV STL. M12 W (TYP•) GAL.V STL. M12 BC GALV. STL. M10 SC GALV. STL. M10 W, GALV. STL. M10 HE ANTENNA MOUNTI MAXIMUM TORQUE M10 137 N.m (27ft.lbs.) M12 58 N.m (43ft.lbs.) ANTENNA MOUNTING PLF GALV. STL M10 HEXNUT 1 GALV. STL. M10 WASHER GALV. STL. M10 SCREW C GALV STL. M12 BOLT ( Y GAL.V STL. M12 WASHER (TYP.) GAL.V STL. M12 HEXNUT (n'PJ 1 3"0 STANDARD PIPE MOUf BSAMNT-SBS-1 -2 5 Cl 2017 CommScope, Inc. 7 (N) ANTENNAS W/ BUILT-IN MOUNTING PLATES TO BE ATTACHED TO MOUNTING BRACKET W/ M10 SCREWS & HEXNUTS (N) ANTENNAS W/ BUILT-IN MOUNTING PLATES TO BE ATTACHED TO MOUNTING BRACKET W/ M10 SCREWS & HEXNUTS COMMSCOPE, INC. OF NORTH CAROLINA TOLERANCES SAP MATERIAL MASTER 0 PLACE X± 2 PLACE .XX± 1 PLACE .X± ANGLES ± CITY OF . ANA Plannfing and Building Agency a��Lpm 12 DATE APPROVED 25FEB17 LS S.LIUIJIHEE 04AUG17 Y/e sZ el D -A MATERIAL NA B E01 n E F W ��C9N � � z w ¢ o w z 1 E 0- Z ¢ � w U i 0 LD w o Z a m w =AZ=o NAME DATE TITLE PRODUCT D RAW I N G H CE LS 25FEB17 RW YZ1055 08/07/2017 DENSITY MASS VOLUME SURFACE AREA g/mm' 9,76 K9 mm' mm2 RV CHALIU 08/08/2017 AD LGWU 08/08/2017 SCALE 1:4 DOCUMENT NO. BSAMNT-SBS-1-2-1- RE BYUAN 08/09/2017 ECN 8000025302-0 HEIGHT LENGTH WIDTH SIZE WORK AREA 23 MODEL DRAWING SHEET 1 OF 1 A2 + VERSION STATUS REVISION VERSION STATUS REVISION 01 RE B 01 RE B 8 1 9 10 11 12 SCALE: 00 00 N a7 O N� Q ■� C� o>1 Io ro t5c)o (�Q ID U o N m � J W Q Q co = Q _ J z m I-- C) m O Q > o0 Ir N W CE QQQ m I Q� Q J� >oU �U Qz Q�QUQCEO UC0 QQ UU - w o I- p Q L1J W8- z T- Q U Q T ` z 0)� Q o U w o Q� ESS/C1 0/a/2024 GOR9�s`��c 0� No. C 85861 A * J'�qT CNII FOF CNUF� EXPIRATION: 9/30/2026 w U U) a °' N M �LUti W r- z ~ U 0 �O O O z M Y v v W Q Ir O Q LL 0 * o L cm N C) Om C, O Y (n N O cc Q o A-6.2 Job No. V-001 CITY OF SANTA ANA Planning and Building Agency SPECIAL INSPECTION & STRUCTURAL OBSERVATION NOTES 1. ITEMS REQUIRING SPECIAL INSPECTION AND/OR STRUCTURAL OBSERVATION FOR THIS PROJECT SHALL INCLUDE: A. NONE 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF THE WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 3. AN APPLICATION TO PERFORM OFF -SITE FABRICATION MUST BE SUBMITTED TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO FABRICATION. 4. A CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. 5. 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. 6. 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. E• ll : 000 PROPERTY LINE DIMENSION LINE CENTERLINE A COLUMN LINE/ GRID LINE OLETTERS IN ONE DIRECTION � NUMBER IN THE OTHER DIRECTION SECTION CUT A SECTION LETTER A-2 SHEET WHERE SECTION IS DRAWN DETAIL REFERENCE A DETAIL NUMBER A-2 SHEET WHERE DETAIL IS DRAWN REVISION REVISION NUMBER WITH CLOUD AROUND REVISED AREA WORK POINT, DATUM, POINT, OR CONTROL POINT ROOM NUMBER ® WINDOW NUMBER ® DOOR NUMBER # FLOOR PLAN NOTE (NUMBER) _—® WALL TYPE (LETTER) CONSTRUCTION NOTES Master ID: Date: 1. 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. 2. 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 CONTRACTOR. 3. CONTRACTOR SHALL READ, UNDERSTAND, & ADHERE TO ALL 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 THE VERIZON WIRELESS PROJECT MANAGER AND THE ARCHITECT. 4. 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. 5. CONTRACTOR TO MAKE APPOINTMENT WITH BUILDING OWNER REPRESENTATIVE PRIOR TO ANY X-RAY & CORE DRILLING THAT MAY AFFECT OTHER TENANTS. 0 �J N I_ Q Q Q.� z w 0 0 w 00 N 00 N c `o o > t m 5T OECD 4) a( _ - orn �Q U) (D)0 LO O N 0 .C:_ m— W Q Q J CO Oz J m>z_ Uwm J m0 CE 0 IYN D 0 >-> Cf) Q CO TQ 06 >�U QQ Q 6QUQ�O mvU)z ULoJ QQ OU _ - z �o Q �80 z�� Q m r� z z z 0) LU w o L W Q� ESS/pN 1 0/a/2024 GOR9�s`��c 0� h m w NO. C 85861 A * J'�qT CMl FOF CP' \ � EXPIRATION: 9/30/2026 w U N d m U) M LUti W r- I-__ X W U O O (D z M Y V V W j w Q Z tr 0 Q > LL � o o o w o w 0) r o 9) r N O N O o m o Y 9) N o � r1 CE I Q o I I T-2 Jab No. V-001 yE Charlotte Oﬃce 10700 Sikes Place, Suite 360 Charlotte, NC 28277 www.tepgroup.net December 12, 2024 ATTN: Planning and Building Agency City of Santa Ana 20 Civic Center Plaza P.O. Box 1988 (M-20) Santa Ana, CA 92702 Re: Eligible Facilities Request to modify transmission equipment on a communications tower located at APN 414-161-10 Site: Verizon Wireless Calvary Chapel ATC Calvary Chapel CA 413975 To Whom It May Concern, Attached is an application for modiﬁcation to the above referenced tower facility. Under Section 6409 of the Spectrum Act (47 U.S.C. § 1455(a), 47 C.F.R. § 1.6100), this modiﬁcation qualiﬁes as an eligible facility for streamlined review because it meets the following criteria (see the attached plans and application for details): • It is an existing wireless facility. • The proposed modiﬁcation: o Does not propose a height increase of more than 10% or 20’ of the existing height o Does not add an appurtenance to the body of the tower that protrudes 20’ or the width of the tower structure at the level of the appurtenance o Does not propose more than 4 new equipment cabinets o Does not entail excavation or deployment outside of the current site by more than 30’ o Complies with prior conditions of approval o Does not defeat the concealment elements of the existing facility As a reminder, an eligible facilities request, like this one, must be approved because it does not constitute a substantial change to the existing design. The timeframe for review is 60 days for permits to be issued from the date this application is submitted or the site is “deemed approved” by federal law. Any questions regarding the completeness of this application must be raised within 30 days of application submittal. Verizon Wireless and ATC are committed to working with you to process this request in a timely and eﬃcient manner. Please do not hesitate to contact me if you have any questions using the contact information below. Sincerely, Meghan C. Howey, TEP Site Acquisition Agent mhowey@tepgroup.net(253) 682-8556 CITY OF SANTA ANA Planning and Building Agency veriz o n Colliers Engineering & Design 5141 Virginia Way, Suite 420 Brentwood, TN 37027 615.686.2575 ashley.sustek@collierseng.com & e,, ,"J3proved & Desi�'r?F' OR PERMIT ISSUANCE Master ID: Date: Antenna Mount Analysis Report with Hardware Upgrades and PMI Requirements Site Information Structure Information Mount ReAnalysis-VZW SMART Tool Project #: 10245037 Colliers Engineering & Design Project #: 21926711 (Rev 1) August 1, 2024 Site ID: 5000379823-VZW / CAL VARY CHAPEL Site Name: CALVARY CHAPEL Carrier Name: Verizon Wireless Address: 2961 W MacArthur Blvd Santa Ana, California 92704 Orange County Latitude: 33.701186° Longitude: -117.909881 ° Tower Type: 56-Ft Monopole Mount Type: 10.00-Ft T-Arm FUZE ID # 16498111 Analysis Results T-Arm: 76.0% Pass w/ Hardware Upgrades* * Antennas and equipment to be installed in compliance with PMI Requirements of this mount analysis. 'Contractor PMI Requirements: Included at the end of this MA report Available & Submitted via portal at https.Ilpmi.vzwsmart.com For additional questions and support, ach out to: pmisupport@colliersengineering.c SSx0 k £NG Report Prepared By: Vincent DiGirola Q�� PAPS L C 85880 �r \"or cAo� 08/01 /2024 Mount Structural Analysis Report (3) 10.00-Ft T-Arm Executive Summary: Site ID: 5000379823-VZW / CITY OF SANTA ANA Planning and Building Agency August 1, 2024 4LVARY CHAPEL APppw ir&Ved FOR PERMIT ISSUANCE The objective of this report is to determine the capacity of the antenna support mount at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. ANi�Wdhcation listed under Sources of Information was assumed completed and was included in this analysis. I Date: This analysis is inclusive of the mount structure only and does not address the structural capacity ot the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by a competent person. Sources of Information: Document Type Remarks Radio Frequency Data Sheet (RFDS) Verizon RFDS Site ID: 669288 Dated December 26, 2023 Desktop Mount Mapping Colliers Engineering & Design Project #: 21926711 Dated September 27, 2021 Analysis Criteria: Codes and Standards: ANSI/TIA-222-H Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), VOLT: Ice Wind Speed (3-sec. Gust): Design Ice Thickness: Risk Category: Exposure Category: Topographic Category: Topographic Feature Considered: Topographic Method: Ground Elevation Factor, Ke: Seismic Parameters: Ss: Si: Maintenance Parameters: Wind Speed (3-sec. Gust): Maintenance Load, Lv: Maintenance Load, Lm: *Reduced as allowed per ANSI/TIA-222-H 16.9 Analysis Software: RISA-3D (V17) 95 mph 30 mph 0.00 in C 1 N/A N/A 0.999 1.303 g 0.468 g 30 mph 250 lbs. 250 lbs.* Mount Structural Analysis Report (3) 10.00-Ft T-Arm Site ID: 5000379823-VZWI Final Loading Configuration: The following equipment has been considered for the analysis of the mounts: CITY OF SANTA ANA Planning and Building Agency August 1, 2024 4LVARY CHAPEL APppw ir&ved FOR PERMIT ISSUANCE Master ID: Mount Elevation ft Equipment Elevation ft Quantity Manufacturer ate: Model q S a 49.00 49.00 6 Commscope NHH-65C-R2B Retained 3 Ericsson 4449 3 Ericsson 8843 3 Commscope SBNHH-1D65C 3 Ericsson AIR 6419 B77 Added Any proposed antennas not currently installed should be mounted such that the centerline of the antennas does not exceed 6 inches vertically from the center of the antenna mount(s). It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location other than the mount face without affecting the structural capacity of the mount. If OVP units are installed on the mount face, a mount re -analysis may be required unless replacing an existing OVP. Model Number Ports AKA RCMDC-6627-PF-48 12 OVP-12 Standard Conditions: 1. All engineering services are performed on the basis that the information provided to Colliers Engineering & Design and used in this analysis is current and correct. The existing equipment loading has been applied at locations determined from the supplied documentation. Any deviation from the loading locations specified in this report shall be communicated to Colliers Engineering & Design to verify deviation will not adversely impact the analysis. 2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer's specifications. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and are not considered in the mount analysis. The mount analysis and the mount mapping are not a condition assessment of the mount. Proper maintenance and condition assessments are still required post analysis. 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped in accordance with the NSTD-446 Standard, the mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer's specifications. 4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and threaded rod connections in collar members if applicable. Local deformation and interaction between the mount collar/attachment and the supporting tower structure are outside the scope of this analysis. Mount Structural Analysis Report (3) 10.00-Ft T-Arm Site ID: 5000379823-VZW / 6. All services are performed, results obtained, and recommendations made in ac, accepted engineering principles and practices. Colliers Engineering & Design is conclusion, opinions, and recommendations made by others based on the informs 7. Structural Steel Grades have been assumed as follows, if applicable, unless analysis: o Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36) o HSS (Rectangular) ASTM 500 (Gr. B-46) o Pipe ASTM A53 (Gr. B-35) o Threaded Rod F1554 (Gr. 36) o Bolts ASTM A325 CITY OF SANTA ANA Planning and Building Agency August 1, 2024 ;AL VARY CHAPEL APpPmird'ved AAA UW, I I,-6T A§UANCE of responsible for the )n supplied. Master ID: hise noted in this Discrepancies between in -field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Colliers Engineering & Design. Analysis Results: Component Utilization % Pass/Fail Standoff Horizontal 76.0 Pass Face Horizontal 51.7 Pass Mount Pie 31.1 Pass Mount Connection 26.3 Pass Structure Rating — (Controlling Utilization of all Components) 76.0% * Results valid after hardware upgrades noted in the PMI Requirements are installed. The mount has been found structurally adequate for all steel and external connection capacities. Serviceability in accordance with TIA-222-H Section 4.9.11.3 has not been considered. Mount Connection Envelope Reactions: Connection Description Elev. AGL Node Label Envelope Wind Reactions Envelope Wind + Ice Reactions Axial Lateral Moment Torsion Axial Lateral Moment Torsion (Ft) (Lbs) (Lbs) (K-Ft) (K-Ft) (Lbs) (Lbs) (K-Ft) (K-Ft) Sector A 49 N1 725 927 2.183 1.728 725 119 2.160 0.253 Standoff Notes: - Axial loads act along the axis of the tower - Lateral reactions act perpendicular to the tower - Moment loads introduce bending moment to the tower - Torsion loads introduce twisting moment to the tower - Batch solutions by individual load cases are included at the end of this document Mount Structural Analysis Report (3) 10.00-Ft T-Arm Site ID: 5000379823-VZW / Mount Steel (EPA)a per ANSIITIA-222-H Section 2.6.11.2: CITY OF SANTA ANA Planning and Building Agency August 1, 2024 4LVARY CHAPEL APppw irbr-Ved FOR PERMIT ISSUANCE Ice Mount Pipes Excluded Mount Pipes Included " Thickness (In) Front (EPA)a (Sq. Ft.) Side (EPA)a (Sq. Ft.) Front (EPA)a (Sq. Ft.) DAPie (EPA)a (Sq. Ft.) 0 5.8 1.9 12.6 8.7 0.5 7.7 2.8 17.4 12.5 1 9.4 3.3 22.0 15.9 Notes: - (EPA)a values listed above may be used in the absence of more precise information - (EPA)a values in the table above include 1 sector(s). - Ka factors included in (EPA)a calculations Requirements: The existing mounts will be SUFFICIENT for the final loading configuration shown in attachment 2 upon the completion of the requirements listed below. Contractor shall record all dimensions and member sizes requested in the Mount Geometry Verification Requirements section of the Mount Analysis report. Contractor shall provide the requested information to Colliers Engineering & Design for structural verification while on site. Contact FOR if these documents are not available to the general contractor. Contractor shall inspect climbing facilities and safety climb, if present, and ensure they are in good condition. Contractor shall install safety climb wire rope guides in locations where wire rope is rubbing against the mount or mount -to -tower connection steel. Wire brush clean any observed corrosion and protect with two (2) coats of cold galvanization (Zinga or Zinc Kote). Contractor shall provide photos of wire rope guide installation as part of PMI documents. Contact FOR if additional guidance is required. ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Attachments: 1. Contractor Required Post Installation Inspection (PMI) Report Deliverables 2. Antenna Placement Diagrams 3. Desktop Mount Mapping Report (for reference only) 4. Analysis Calculations Mount Desktop - Post Modification Inspection (PMI) Report Documents & Photos Required from Contractor — Passing Mou CITY OF SANTA ANA Planning and Building Agency may, lS. Approved eauiremelntlsSUANCE Passing Mount Analysis requires a PMI due to a modification in I®Atding. Electronic pdf version of this can be downloaded at https:Hpmi.vzwsma rnrn For additional questions and support, please reach out to pmisupport@colliersengineering.com MDG #: 5000379823 SMART Project #: 10245037 Fuze Project ID: 16498111 Purpose — to provide SMART Tool structural vendor the proper documentation in order to complete the required Mount Desktop review of the Post Modification Inspection Report. Contractor is responsible for making certain the photos provided as noted below provide confirmation that the installation was completed in accordance with this Passing Mount Analysis. Contractor shall relay any data that can impact the performance of the mount, this includes safety issues. Base Requirements: • If installation will cause damage to the structure, the climbing facility, or safety climb if present or any installed system, SMART Tool vendor to be notified prior to install. Any special photos outside of the standard requirements will be indicated on the drawings. • Provide "as built mount drawings" showing contractor's name, contact information, preparer's signature, and date. Any deviations from the drawings (Proposed modification) shall be shown. NOTE: If loading is different than what is conveyed in the passing mount analysis (MA) contact the SMART Tool vendor immediately. • Each photo should be time and date stamped • Photos should be high resolution. • Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. If there is conflict, contact the SMART Tool engineer for recommendations. • The PMI can be accessed at the following portal: https.Ilpmi.vzwsmart.com Photo Requirements: Photos taken taken at ground level o Photo of Gate Signs showing the tower owner, site name, and number. o Overall tower structure after installation. o Photos of the mount after installation; if the mounts are at different rad elevations, pictures must be provided for all elevations that equipment was installed. Photos taken at Mount Elevation o Photos showing the safety climb wire rope above and below the mount prior to installation. o Photos showing the climbing facility and safety climb if present. o Photos showing each individual sector after installation. Each entire sector shall be in one photo to show the interconnection of members. These photos shall also certify that the placement and geo equipment on the mount is as depicted in the antenna pla, CITY OF SANTA ANA Planning and Building Agency To� may, lS. Approved tfy0oR&61RMIT ISSUANCE lent diagram in this form. Master ID: o Photos that show the model number of each antenna and piece of qWpment installed per sector. Antenna & equipment placement and Geometry Confirmation: • The contractor shall certify that the antenna & equipment placement and geometry is in accordance with the sketch and table as included in the mount analysis and noted below. ❑ The contractor certifies that the photos support and the equipment on the mount is as depicted on the sketch and table included in this form and with the mount analysis provided. MW ❑ The contractor notes that the equipment on the mount is not in accordance with the sketch and has noted the differences below and provided photo documentation of any alterations. Special Instructions / Validation as required from the MA or any other information the contractor deems necessary to share that was identified: Issue: Contractor shall record all dimensions and member sizes requested in the Mount Geometry Verification Requirements section of the Mount Analysis report. Contractor shall provide the requested information to Colliers Engineering & Design for structural verification while on site. Contact FOR if these documents are not available to the general contractor. Contractor shall inspect climbing facilities and safety climb, if present, and ensure they are in good condition. Contractor shall install safety climb wire rope guides in locations where wire rope is rubbing against the mount or mount -to -tower connection steel. Wire brush clean any observed corrosion and protect with two (2) coats of cold galvanization (Zings or Zinc Kote). Contractor shall provide photos of wire rope guide installation as part of PMI documents. Contact FOR if additional guidance is required. Kesponse: Special Instruction Confirmation: ❑ The contractor has read and acknowledges the above special instructions. ❑ All hardware listed in the Special Instructions above (if applicable) has been properly installed, and the existing hardware was inspected. CITY OF SANTA ANA Planning and Building Agency ❑ The material utilized was as specified in the SMART Tool engineering vendor above (if applicable) and included in the material certification folder is a packing materials. Approved claPIR Pru tRio sT ISSUANCE nst Master ID: Date: ❑ The material utilized was approved by a SMART Tool engineering vendor as an "equivalent" and this approval is included as part of the contractor submission. Comments: Contractor certifies that the climbing facility / safety climb was not damaged prior to starting work: ❑ Yes ❑ No Contractor certifies no new damage created during the current installation: ❑ Yes ❑ No Contractor to certify the condition of the safety climb and verify no damage when leaving the site: ❑ Safety Climb in Good Condition ❑ Safety Climb Damaged Contractor to provide measurement from top of the highest equipment/steel to the bottom of the lowest equipment/steel by documenting it using the most appropriate illustration below along with supporting photos: TIP OF HIGHEST APPURTENANCE- OTAL VERTICAL ENVELOPE TIP OF LOWEST APPURTENANCE= Illustration #1 Certifying Individual: Illustration #2 TIP OF HIGHEST APPURTENANCE = TOTAL VERTICAL ENVELOPE - TIP OF LOWEST APPURTENANCE = CITY OF SANTA ANA Planning and Building Agency Company: Employee Name: Contact Phone: Email: Date: Approved PERMIT IS DANCE MOUNT GEOMETRY VERIFICATION TOWER GEOMETRY VERIFICATION MONOPOLE DIAMETER: XV MOUNT ISOMETRIC VIEW N.T.S CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE CONTRACTOR SHALL MEASURE ALL DIMENSIONS AND MEMBER SIZES REQUESTED ON THIS SKETCH. RECORD VIA PHOTOS AND MARKUPS ON THIS PAGE. PROVIDE PHOTOS AND MARKED -UP SKETCH TO THE FOR FOR EVALUATION. CITY OF SANTA ANA Planning and Building Agency MOUNT GEOMETRY VERIFICATION Approved FOR PERMIT ISSUANCE Master Date: EXISTING " THICK CONNECTION PLATE EXISTING "DIA. BOLT (TYP.) CONNECTION GEOMETRY (TYP. ALL SECTORS) N. T. S. CONTRACTOR SHALL MEASURE ALL DIMENSIONS AND MEMBER SIZES REQUESTED ON THIS SKETCH. RECORD VIA PHOTOS AND MARKUPS ON THIS PAGE. PROVIDE PHOTOS AND MARKED -UP SKETCH TO THE FOR FOR EVALUATION. MOUNT GEOMETRY VERIFICATION CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE STANDARD PIPE DIMENSIONS Date: PIPE SIZE P11/2 O.D. (IN.) THICKNESS (IN.) STD 0.145 XSTR 0.200 XXSTR 0.400 1.900 P2 2.375 0.154 0.218 0.436 P2 1 /2 2.875 0.203 0.276 0.552 P3 3.500 0.216 0.300 0.600 P31/2 4.000 0.226 0.318 0.636 P4 4.500 0.237 0.337 0.674 P4 1 /2 5.000 0.247 0.355 0.710 P5 5.563 0.258 0.375 0.750 P6 6.625 0.280 0.432 0.864 CONTRACTOR SHALL USE MEMBER SIZES AND DETAILS TO FACILITATE GEOMETRY VERIFICATION. CONTACT FOR FOR ADDITIONAL CLARIFICATION IF NEEDED Structure: 5000379823-VZW - CALVARY CHAPEL Sector: Structure Type: Mount Elev: A Monopole 10245037 49.00 7/30/2024 Page: 1 Plan View Front View - Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 123 A6A1A1 R2 R3 A5 Structure Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation A6 AIR 6419 B77 28.3 16.1 117 1 a Front 48 0 Added A1 NHH-65C-R2B 96 11.9 78 2 a Front 48 8 Retained A1 NHH-65C-R2B 96 11.9 78 2 b Front 48 -8 Retained R2 4449 15 13.2 78 2 a Behind 24 0 Retained R3 8843 15 13.2 78 2 a Behind 72 0 Retained A5 SBNHH-1D65C 96.6 11.9 3 3 a Front 48 0 Retained Structure: 5000379823-VZW - CALVARY CHAPEL Sector: Structure Type: Mount Elev: B Monopole 10245037 49.00 7/30/2024 Page: 2 Plan View Front View - Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 123 A6A1A1 R2 R3 A5 Structure Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation A6 AIR 6419 B77 28.3 16.1 117 1 a Front 48 0 Added A1 NHH-65C-R2B 96 11.9 78 2 a Front 48 8 Retained A1 NHH-65C-R2B 96 11.9 78 2 b Front 48 -8 Retained R2 4449 15 13.2 78 2 a Behind 24 0 Retained R3 8843 15 13.2 78 2 a Behind 72 0 Retained A5 SBNHH-1D65C 96.6 11.9 3 3 a Front 48 0 Retained Structure: 5000379823-VZW - CALVARY CHAPEL Sector: Structure Type: Mount Elev: C Monopole 10245037 49.00 7/30/2024 Page: 3 Plan View Front View - Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 123 A6A1A1 R2 R3 A5 Structure Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation A6 AIR 6419 B77 28.3 16.1 117 1 a Front 48 0 Added A1 NHH-65C-R2B 96 11.9 78 2 a Front 48 8 Retained A1 NHH-65C-R2B 96 11.9 78 2 b Front 48 -8 Retained R2 4449 15 13.2 78 2 a Behind 24 0 Retained R3 8843 15 13.2 78 2 a Behind 72 0 Retained A5 SBNHH-1D65C 96.6 11.9 3 3 a Front 48 0 Retained No No No No Yes 8/16/2007 Yes 8/15/2007 No No No No No No New Build 445 Documentation Other Photo taken from: CDs Photo taken from: CDs MOUNT PHOTO SAFETY CLIMB PHOTO The desktop mount mapping is based on the engineering review of the available site documents in FUZE, as listed above, in place of a full mount mapping. It is assumed that the information provided in the documents listed above, provide an accurate representation of the existing mount. EOR reserves the right and will typically require additional clarification and verification as will be included in the PMI requirements. During the Post Modification Inspection (PMI) process, the GC on site will be required to confirm all questions, confirmations, and validations as posed by the EOR. The engineering review for this desktop mount mapping was performed in accordance to the ANSI/TIA-222-H requirements and Verizon’s NSTD446 standard. Previous PMI Project No. Handover Package Comments/Remarks Provided and is a secondary source of information for MA. Provided and is a primary source of information for MA. See for mount part numbers and details. Dated Calvary Chapel_CDs-2008 CX-PDF Batch Tower Type: Tower Owner: Tower Height (Ft.): Site Name: Site ID: 159541 21926711 Previous Structural Analysis Construction Drawings Document Type Provided? (Yes/No) Previous Mount Mapping Greenbook Previous Mount Analysis Previous Mount Modifications Previous Mapping Photos Closeout Photos Source Name Calvary Chapel_Structural The information contained herein is considered confidential in nature and is to be used only for the specific customer it was intended for. Reproduction, transmission, publication, modification or disclosure by any method is prohibited except by express written permission of Colliers Engineering & Design. Date: Monopole 9/27/2021 Customer:Verizon Wireless Mount Elevation (Ft.): CALVARY CHAPEL PSLC: Colliers Project No. Desktop Mount Mapping Form CITY OF SANTA ANA Planning and Building Agency Envelope Only Solution Approved FOR PERMIT ISSUANCE %r ID: SK-1 July 30, 2024 at 9:46 AM Rendered Model 5000379823-VZW_MT LOT A_h Page 1 CITY OF SANTA ANA Planning and Building Agency Z`k Approv FOR PERMIT IS sNCE Member Code Checks Displayed (Enveloped) Envelope Only Solution 16 m Master ID: Date: SK-2 July 30, 2024 at 9:47 AM Bending Check 5000379823-VZW_MT LOT A h Page 2 CITY OF SANTA ANA Planning and Building Agency Z`k Approv FOR PERMIT IS sNCE Member Shear Checks Displayed (Enveloped) Envelope Only Solution :er ID: SK-3 July 30, 2024 at 9:47 AM Shear Check 5000379823-VZW_MT LOT A h Page 3 CITY OF SANTA ANA Planning and Building Agency Company 1RISA Designer Job Number ILK coMPAN' Model Name Basic Load Cases I Approved FORMERM214ISSUANCE 9:47 AM Checked By: Date: BLC Description Cateaory X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Antenna D None 30 2 Antenna Di None 30 3 Antenna Wo (0 Deg) None 30 4 Antenna Wo (30 Deg) None 30 5 Antenna Wo (60 Deg) None 30 6 Antenna Wo (90 Deg) None 30 7 Antenna Wo (120 Deg) None 30 8 Antenna Wo (150 Deg) None 30 9 Antenna Wo (180 Deg) None 30 10 Antenna Wo (210 Deg) None 30 11 Antenna Wo (240 Deg) None 30 12 Antenna Wo (270 Deg) None 30 13 Antenna Wo (300 Deg) None 30 14 Antenna Wo (330 Deg) None 30 15 Antenna Wi (0 Deg) None 30 16 Antenna Wi (30 Deg) None 30 17 Antenna Wi (60 Deg) None 30 18 Antenna Wi (90 Deg) None 30 19 Antenna Wi (120 Deg) None 30 20 Antenna Wi (150 Deg) None 30 21 Antenna Wi (180 Deg) None 30 22 Antenna Wi (210 Deg) None 30 23 Antenna Wi (240 Deg) None 30 24 Antenna Wi (270 Deg) None 30 25 Antenna Wi (300 Deg) None 30 26 Antenna Wi (330 Deg) None 30 27 Antenna Wm (0 Deg) None 30 28 Antenna Wm (30 Deg) None 30 29 Antenna Wm (60 Deg) None 30 30 Antenna Wm (90 Deg) None 30 31 Antenna Wm (120 Deg None 30 32 Antenna Wm (150 Deg None 30 33 Antenna Wm (180 Deg None 30 34 Antenna Wm (210 Deg None 30 35 Antenna Wm (240 Deg None 30 36 Antenna Wm (270 Deg None 30 37 Antenna Wm (300 Deg None 30 38 Antenna Wm (330 Deg None 30 39 Structure D None -1 40 Structure Di None 6 41 Structure Wo (0 Deg) None 12 42 Structure Wo (30 Deg) None 12 43 Structure Wo (60 Deg) None 12 44 Structure Wo (90 Deg) None 12 45 Structure Wo (120 D... None 12 46 Structure Wo (150 D... None 12 47 Structure Wo (180 D... None 12 48 Structure Wo (210 D... None 12 49 Structure Wo (240 D... None 12 50 Structure Wo (270 D... None 12 51 iStructure Wo (300 D... None 12 52 IStructure Wo (330 D... I None 12 53 1 Structure Wi (0 Deg) I None 12 RISA-3D Version 17.0.4 [R:\... \...\...\...\... \... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 4 Company 111RI �� Designer Job Number ANEMETSCHEKCOMPAN'. Model Name CITY OF SANTA ANA Planning and Building Agency July 30, 2024 A AM Cd iviasier iu: RI (' F).—infi— C�fcnnni X (;rwifv V (;rovifv 7 f'—xiihi Ininf pninf rli frihnfcri Arch M. Cnrf�no/P 54 Structure Wi (30 Deg) None e' 55 Structure Wi (60 Deg) None 12 56 Structure Wi (90 Deg) None 12 57 Structure Wi (120 De.. None 12 58 Structure Wi (150 De.. None 12 59 Structure Wi (180 De.. None 12 60 Structure Wi (210 De.. None 12 61 Structure Wi (240 De.. None 12 62 Structure Wi (270 De.. None 12 63 Structure Wi (300 De.. None 12 64 Structure Wi (330 De.. None 12 65 Structure Wm (0 Deg) None 12 66 Structure Wm (30 De.. None 12 67 Structure Wm (60 De.. None 12 68 Structure Wm (90 De.. None 12 69 Structure Wm (120 D.. None 12 70 Structure Wm (150 D.. None 12 71 Structure Wm (180 D.. None 12 72 Structure Wm (210 D.. None 12 73 Structure Wm (240 D.. None 12 74 Structure Wm (270 D.. None 12 75 Structure Wm (300 D.. None 12 76 Structure Wm (330 D.. None 12 77 Lm1 None 1 78 Lm2 None 1 79 Lv1 None 1 80 Lv2 None 1 81 Antenna Ev None 30 82 Antenna Eh (0 Deg) None 20 83 Antenna Eh (90 Deg) None 20 84 Structure Ev ELY -.208 85 Structure Eh (0 Deg) ELZ -.521 86 Structure Eh (90 Deg) ELX .521 Load Combinations rlccrrin+inn C D C R ro Q r� R r� R ro R r� R rn R ro R rn R ro R rn 1 • 1 9 - • •J9��0®®' ®m0 ' �� m • - • ® I I• - • •J9n0�0®®' ®m0®0�� m 1 1 1 - =-EMUMRM®©M ' M MmM®M.-.-.-.- NCE I RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 5 Company 111RI �� Designer Job Number ANEMETSCHEKCOMPAN' Model Name Ilcerrin4inn C P C R F. R F. R P. R F. R P. R F. R CITY OF SANTA ANA Planning and Building Agency July 30, 2024 CA AM d P� R F. 20 1.2D + 1.ODi + 1.OWi (210 Deg) Yes Y 1 1.2 3911.2 21 1 40 1 221 1 601 1 1 u@tel 21 1.21D + 1.ODi + 1.OWi (240 Deg) Yes Y 1 1.2 39 1.2 2 1 40 1 23 1 61 1 22 1.21D + 1.ODi + 1.OWi (270 Deg) Yes Y 1 1.2 3911.2 2 1 40 1 24 1 62 1 23 1.21D + 1.ODi + 1.OWi (300 Deg) Yes Y 1 1.2 39 1.2 2 1 40 1 25 1 63 1 24 1 1.2D + 1.ODi + 1.OWi (330 Deg) Yes Y 1 1.2 39 1.2 2 1 40 1 26 1 64 1 25 1.21D + 1.5Lm1 + 1.OWm (0 Deg) Yes Y 1 1.2 39 1.2 77 1.527 1 65 1 26 1.2D + 1.5Lm1 + 1.OWm (30 Deg) Yes Y 1 1.2 39 1.2 7711.5 28 1 661 1 27 1.2D + 1.5Lm1 + 1.OWm (60 Deg) Yes Y 1 1.2 39 1.2 77 1.5129 1 67 1 28 1.2D + 1.5Lm1 + 1.OWm (90 Deg) Yes Y 1 1.2 39 1.2 77 1.5130 1 68 1 29 1.21D + 1.5Lm1 + 1.OWm (120 Deg) Yes Y 1 11.2 13911.2 77 1.5131 1 69 1 30 1.2D + 1.5Lm1 + 1.OWm (150 Deg) Yes Y 1 11.213911.2 77 1.5 32 1 70 1 31 1.21D + 1.5Lm1 + 1.OWm (180 Deg) Yes Y 1 1.2 39 1.2 77 1.5 33 1 71 1 32 1.21D + 1.5Lm1 + 1.OWm (210 Deg) Yes Y 1 1.2 3911.2 77 1.5 34 1 72 1 33 1.21D + 1.5Lm1 + 1.OWm (240 Deg) Yes Y 1 1.2 3911.2 77 1.5 35 1 73 1 34 1.2D + 1.5Lm1 + 1.OWm (270 Deg) Yes Y 1 1.2 3911.2 771.5 36 1 74 1 35 1.21D + 1.5Lm1 + 1.OWm (300 Deg) Yes Y 1 1.2 39 1.2 77 1.5137 1 75 1 36 1.21D + 1.5Lm1 + 1.OWm (330 Deg) Yes Y 1 1.2 39 1.2 77 1.5 38 1 76 1 37 1.21D + 1.5Lm2 + 1.OWm (0 Deg) Yes Y 1 1.2 39 1.2 78 1.527 1 651 1 38 1.2D + 1.5Lm2 + 1.OWm (30 Deg) Yes Y 1 1.2 39 1.2 78 1.528 1 66 1 39 1.2D + 1.5Lm2 + 1.OWm (60 Deg) Yes Y 1 1 1.2 39 1.2 78 1.529 1 67 1 40 1.2D + 1.5Lm2 + 1.OWm (90 Deg) Yes Y 1 1.2 39 1.2 78 1.5 30 1 68 1 41 1.21D + 1.5Lm2 + 1.OWm (120 Deg) Yes Y 1 11.2139 1.2 7811.5131 1 69 1 42 1.2D + 1.5Lm2 + 1.OWm (150 Deg) Yes Y 1 1.2 39 1.2 781.5132 1 70 1 43 1.21D + 1.5Lm2 + 1.OWm (180 Deg) Yes Y 1 1.2 39 1.2 78 1.5 33 1 711 1 44 1.2D + 1.5Lm2 + 1.OWm (210 Deg) Yes Y 1 1.2 39 1.2 78 1.5 34 1 721 1 45 1.21D + 1.5Lm2 + 1.OWm (240 Deg) Yes Y 1 1.2 39 1.2 78 1.5 35 1 731 1 46 1.2D + 1.5Lm2 + 1.OWm (270 Deg) Yes Y 1 1.2 39 1.2 78 1.5 36 1 741 1 47 1.21D + 1.5Lm2 + 1.OWm (300 Deg) Yes Y 1 1.2 39 1.2 7811.5 37 1 751 1 48 1.21D + 1.5Lm2 + 1.OWm (330 Deg) Yes Y 1 1.2 39 1.2 7811.5 38 1 76 1 49 1.21D + 1.5Lv1 Yes Y 1 1.2 39 1.2 7911.5 50 1.21D + 1.5Lv2 Yes Y 1 1.2 39 1.2 801.5 51 1.41D Yes Y 1 1 1.4139 1.4 52 1.21D + 1.OEv + 1.OEh 0 De e Y 1 1 11.2 39 1.2 81 1 E... 1 82 1 83 E••• 1 E... 53 1.2D + 1.OEv + 1.OEh (30 Deg) Yes Y 1 11.2 39 1.2 81 1 E... 1 82.866 83 ,5 E....866 E... ,5 54 1.2D + 1.OEv + 1.OEh (60 Deg) Ye Y 1 1 11.2 3911.2 81 1 E... 1 1 82 .5 83.866 E... ,5 E....866 55 1.2D + 1.OEv + 1.OEh (90 Deg) Yes Y 1 11.2 39 1.2 81 1 E... 1 82 83 1 E•.• E••• 1 56 1.2D + 1.OEv + 1.OEh (120 Deg) Yes Y 1 1 1.2 3911.2 81 1 E... 1 82 -.5 83.866 E... -.5 E....866 57 1.2D + 1.OEv + 1.OEh (150 Deg) Yes Y 1 1.2 39 1.2 81 1 E.- 1 82-.8... 83 .5 E--8 ... E••• .5 58 1.2D + 1.OEv + 1.OEh (180 Deg) Yes Y 1 1.2 39 1.2 81 1 E... 1 82 -1 831 E... 1 -1 E... 59 1.2D + 1.OEv + 1.OEh (210 Deg) Yes Y 1 1.2 39 1.2 81 1 E... 1 82-.8... 83 -.5 E.- -.8... E... -.5 60 1.2D + 1.OEv + 1.OEh (240 Deg) Yes Y 1 1.2 39 1.2 811 1 IE ... 1 1 82 -.5 83-.8 ... E... -.5 E.--.8.... 61 1.2D + 1.OEv + 1.OEh (270 Deg) Yes Y 1 11.2 139 1.2 81 1 E... 1 82 83 -1 E••• E••• -1 62 1.2D + 1.OEv + 1.OEh (300 Deg) Yes Y 1 11.2139 1.2 81 1 E... 1 82 .5 83 -•8••• E... .5 E... -.8... 63 1.2D + 1.OEv + 1.OEh (330 Deg) Yes Y 1 1.2 39 1.2 81 1 E... 1 82.866 83 -.5 E....866 E... -.5 64 0.91D - 1.OEv + 1.OEh 0 Deg) Yes Y 1 .9 39 .9 81 -1 E••• -1 821 1 1831 E••• 1 E••• 65 0.91D - 1.OEv + 1.OEh 30 De e Y 1 .9 39 .9 81 -1 E.- -1 82.866 83 ,5 E....866 E... ,5 66 0.91D - 1.OEv + 1.OEh 60 De - es Y 1 .9 39 .9 81 -1 E••• -1 82 .5 83.866 E... ,5 E....866 67 0.91D - 1.OEv + 1.OEh 90 Deg) Yes Y 1 .9 39 .9 81 -1 E••• -1 82 83 1 E••• E••• 1 68 0.9D - 1.OEv + 1.OEh (120 Deg) Yes Y 1 1 .9 139 .9 81 -1 E••• -1 82 -.5 83.866E... -.5 E....866 69 0.91D - 1.OEv + 1.OEh (150 Deg) Yes Y 1 .9 39 .9 81 -1 E••• -1 82-.8... 83 .5 E... -.8... E... ,5 70 0.91D - 1.OEv + 1.OEh (180 Deg) Yes Y 1 .9 39 .9 81 -1 E... -1 82 -1 831 E••• -1 1 E••• 71 0.91D - 1.OEv + 1.OEh (210 Deg) Yes Y 1 .9 39 .9 81 -1 E••• -1 82-.8 ... 83 -.5 E... -.8... E... -.5 72 0.9D - 1.OEv + 1.OEh (240 Deg) Yes Y 1 .9 39 .9 81 -1 E••• -1 82 -.5 83 -•8... E... -.5 E... -.8... 73 0.91D - 1.OEv + 1.OEh (270 Deg) Yes Y 1 .9 39 .9 81 -1 E••• -1 82 83 -1 E. E••• -1 74 0.91D - 1.OEv + 1.OEh (300 Deg) Yes Y 1 .9 139 .9 81 -1 E••• -1 82 .5 83 -•8... E... .5 E... -.8... 75 0.9D - 1.OEv + 1.OEh (330 Deg) Yes Y 1 .9 139 .9 81 -1 E••• -1 82.866 83 -.5 E....866 E... -.5 NCE I RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 6 Company 111RI �� Designer Job Number ANEMETSCHEKCOMPAN'. Model Name CITY OF SANTA ANA Planning and Building Agency July 30, 2024 CA AM d Master ID: I �hel Chono T"ne neci,.n I ie4 nno+cri.l necinn R A nnb1D4(tiPrinnl i- rindl I rindl 1 Dual Antenna Pipe PIPE 2.5 Column Pie A53 Gr. B Typical 1.61 1.45 1.45 2.89 2 Antenna Pie PIPE 2.0 Column Pie A53 Gr. B Typical 1.02 .627 .627 1.25 3 Face Horizontal PIPE 3.0 Beam Pie A53 Gr. B Typical 2.07 2.85 2.85 5.69 4 Vertical Pie PIPE 3.0 Column Pie A53 Gr. B Typical 2.07 2.85 2.85 5.69 5 Standoff PIPE 3.0 Beam Pie A53 Gr. B T ical 2.07 2.85 2.85 5.69 Hot Rolled Steel Properties I nhel F rkeil C, nemil Aln Therm //1 F rleneitvrk/ft Vielrinemil Rv Fnrlreil Pit 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A53 Gr. B 29000 11154 .3 .65 .49 35 1.5 60 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 5 A500 Gr. B 42 29000 11154 .3 .65 .49 42 1.4 58 1.3 6 A500 Gr. B 46 1 29000 11154 .3 .65 .49 46 1.4 58 1.3 Member Primary Data I ahal I .Inint .1 .Inint K Jnint Rntnfe/rienl Sentinn/Shang Tvne nesinn 1 ict Material nesinn Ru1ec 1 M1 N2 N3 RIGID None None RIGID T ical 2 M3 N1 N2 Standoff Beam Pie A53 Gr. B Typical 3 M4 N5 N4 Vertical Pie Column Pie A53 Gr. B T ical 4 M5 N7 N6 Face Horizontal Beam Pie A53 Gr. B Typical 5 MP1A N13 N15 Antenna Pipe Column Pie A53 Gr. B Tvoical 6 MP3A N12 N14 Antenna Pipe Column Pie A53 Gr. B Typical 7 M9 N8 N10 RIGID None None RIGID T ical 8 M11 N9 N11 RIGID None None RIGID Typical 9 MP2A N25A N26A Antenna Pipe Column Pie A53 Gr. B Typical 10 M14 N23 N24A RIGID None None RIGID Tvnical Member Advanced Data I �hel I Rele.ee I Releece I (lffee+rinl I rw.n+rinl T/C rinly Ph-irnl nefl Rn+ An�lveie Inter+ive Ceiemir 1 M1 Yes "* NA ** None 2 M3 Yes Default None 3 M4 Yes ** NA ** None 4 M5 Yes None 5 MP1A Yes ** NA ** None 6 MP3A Yes ' NA ** None 7 M9 Yes ** NA ** None 8 M11 Yes ** NA ** None 9 MP2A Yes ** NA ** None 10 M14 Yes ** NA ** None Member Point Loads (BLC 1 : Antenna D) RAamhor I nhol nirarfinn Mannifiiriarlh k-ftl I nnatinnrff 0M 1 MP2A Y -25.8 1.25 2 MP2A M -.013 1.25 3 MP2A Mz .017 1.25 4 MP2A Y -25.8 6.75 5 MP2A M -.013 6.75 6 1 MP2A Mz .017 6.75 7 1 MP2A Y -25.8 1.25 NCE I RISA-3D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 7 CITY OF SANTA ANA Planning and Building Agency 111RISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Member Label Direction Maanitudellb.k-ftl July 30, 2024 CA AM d 8 MP2A M -.013 1 uatj.-21, 9 MP2A Mz -.017 1.25 10 MP2A Y -25.8 6.75 11 MP2A M -.013 6.75 12 MP2A Mz -.017 6.75 13 MP2A Y -70 2 14 MP2A M .035 2 15 MP2A Mz 0 2 16 MP2A Y -75 6 17 MP2A M .037 6 18 MP2A Mz 0 6 19 MP3A Y -31.45 1.25 20 MP3A M -.016 1.25 21 MP3A Mz 0 1.25 22 MP3A Y -31.45 6.75 23 MP3A M -.016 6.75 24 MP3A Mz 0 6.75 25 MP1A Y -35.5 3 26 MP1A M -.018 3 27 MP1A Mz 0 3 28 MP1A Y -35.5 5 29 MP1A M -.018 5 30 MP1A Mz 0 5 Member Point Loads (BLC 2: Antenna Di) Member Label Direction Maanitudeflb.k-ftl Locationfft.%l 1 MP2A Y -.064 1.25 2 MP2A M -3.2e-5 1.25 3 MP2A Mz 4.3e-5 1.25 4 MP2A Y -.064 6.75 5 MP2A M -3.2e-5 6.75 6 MP2A Mz 4.3e-5 6.75 7 MP2A Y -.064 1.25 8 MP2A M -3.2e-5 1.25 9 MP2A Mz -4.3e-5 1.25 10 MP2A Y -.064 6.75 11 MP2A M -3.2e-5 6.75 12 MP2A Mz -4.3e-5 6.75 13 MP2A Y -.031 2 14 MP2A My 1.6e-5 2 15 MP2A Mz 0 2 16 MP2A Y -.034 6 17 MP2A My 1.7e-5 6 18 MP2A Mz 0 6 19 MP3A Y -.065 1.25 20 MP3A M -3.2e-5 1.25 21 MP3A Mz 0 1.25 22 MP3A Y -.065 6.75 23 MP3A M -3.2e-5 6.75 24 MP3A Mz 0 6.75 25 MP1A Y -.027 3 26 MP1A M -1.4e-5 3 27 MP1A Mz 0 3 28 MP1A Y -.027 5 29 MP1A M -1.4e-5 5 30 MP1A Mz 0 5 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 8 CITY OF SANTA ANA Planning and Building Agency Company Designer 111RISA Job Number ANEMETSCHEKCOMPAN'. Model Name : July 30, 2024 9: 7 AM cAppxwed FnR FRiVII 1 I-SI )Q Member Point Loads (BLC 3: Antenna Wo 0 De as er ocation ft % Member Label Direction_ Ma nitude Ib k-ft 1 MP2A X 0 a j:25 2 MP2A Z -82.185 1.25 3 MP2A Mx -.055 1.25 4 MP2A X 0 6.75 5 MP2A Z -82.185 6.75 6 MP2A Mx -.055 6.75 7 MP2A X 0 1.25 8 MP2A Z -82.185 1.25 9 MP2A Mx .055 1.25 10 MP2A X 0 6.75 11 MP2A Z -82.185 6.75 12 MP2A Mx .055 6.75 13 MP2A X 0 2 14 MP2A Z -36.957 2 15 MP2A Mx 0 2 16 MP2A X 0 6 17 MP2A Z -35.452 6 18 MP2A Mx 0 6 19 MP3A X 0 1.25 20 MP3A Z -82.83 1.25 21 MP3A Mx 0 1.25 22 MP3A X 0 6.75 23 MP3A Z -82.83 6.75 24 MP3A Mx 0 6.75 25 MP1A X 0 3 26 MP1A Z -37.816 3 27 MP1A Mx 0 3 28 MP1A X 0 5 29 MP1A Z -37.816 5 30 MP1A Mx 0 5 Member Point Loads (BLC 4: Antenna Wo (30 Deg)) Member Label Direction Maonituderlb.k-ftl Locationrft.%1 1 MP2A X 35.305 1.25 2 MP2A Z -61.15 1.25 3 MP2A Mx -.058 1.25 4 MP2A X 35.305 6.75 5 MP2A Z -61.15 6.75 6 MP2A Mx -.058 6.75 7 MP2A X 35.305 1.25 8 MP2A Z -61.15 1.25 9 MP2A Mx .023 1.25 10 MP2A X 35.305 6.75 11 MP2A Z -61.15 6.75 12 MP2A Mx .023 6.75 13 MP2A X 17.082 2 14 MP2A Z -29.586 2 15 MP2A Mx .009 2 16 MP2A X 17.021 6 17 MP2A Z -29.482 6 18 MP2A Mx .009 6 19 MP3A X 35.546 1.25 20 MP3A Z -61.568 1.25 21 MP3A Mx -.018 1.25 22 MP3A X 35.546 6.75 23 MP3A Z -61.568 6.75 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 9 CITY OF SANTA ANA Planning and Building Agency Company Designer 111RISAJob Number Model Name VrJuly 30, 2024 9: 7 AM CyAed Member Point Loads BLC 4: Antenna Wo 30 De Continued Member Label Direction Ma nitude Ib k-ft as er ocation ft % 24 MP3A Mx -.018 a 676 25 MP1A X 16.544 3 26 MP1A Z -28.656 3 27 MP1A Mx -.008 3 28 MP1A X 16.544 5 29 MP1A Z -28.656 5 30 MP1A Mx -.008 5 Member Point Loads (BLC 5: Antenna Wo (60 Deg)) Member Label Direction Maonitudeilb,k-ftl Locationift.%1 1 MP2A X 41.1 1.25 2 MP2A Z -23.729 1.25 3 MP2A Mx -.036 1.25 4 MP2A X 41.1 6.75 5 MP2A Z -23.729 6.75 6 MP2A Mx -.036 6.75 7 MP2A X 41.1 1.25 8 MP2A Z -23.729 1.25 9 MP2A Mx -.005 1.25 10 MP2A X 41.1 6.75 11 MP2A Z -23.729 6.75 12 MP2A Mx -.005 6.75 13 MP2A X 24.748 2 14 MP2A Z -14.288 2 15 MP2A Mx .012 2 16 MP2A X 27.039 6 17 MP2A Z -15.611 6 18 MP2A Mx .014 6 19 MP3A X 41.239 1.25 20 MP3A Z -23.81 1.25 21 MP3A Mx -.021 1.25 22 MP3A X 41.239 6.75 23 MP3A Z -23.81 6.75 24 MP3A Mx -.021 6.75 25 MP1A X 20.468 3 26 MP1A Z -11.817 3 27 MP1A Mx -.01 3 28 MP1A X 20.468 5 29 MP1A Z -11.817 5 30 MP1A Mx -.01 5 Member Point Loads (BLC 6: Antenna Wo (90 Deg)) Member Label Direction Maanitudeilb.k-ftl Locationfft.%1 1 MP2A X 35.882 1.25 2 MP2A Z 0 1.25 3 MP2A Mx -.018 1.25 4 MP2A X 35.882 6.75 5 MP2A Z 0 6.75 6 MP2A Mx -.018 6.75 7 MP2A X 35.882 1.25 8 MP2A Z 0 1.25 9 MP2A Mx -.018 1.25 10 MP2A X 35.882 6.75 11 MP2A Z 0 6.75 12 MP2A Mx -.018 6.75 13 MP2A X 25.784 2 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 10 CITY OF SANTA ANA Planning and Building Agency Company Designer 111RISAJob Number ANEMETSCHEKCOMPANY Model Name July 30, 2024 9: 7 AM CyAed Member Point Loads BLC 6: Antenna Wo 90 De Continued Member Label Direction Ma nitude Ib k-ft as er ocation ft % 14 MP2A Z 0 Udte2 15 MP2A Mx .013 2 16 MP2A X 29.812 6 17 MP2A Z 0 6 18 MP2A Mx .015 6 19 MP3A X 35.882 1.25 20 MP3A Z 0 1.25 21 MP3A Mx -.018 1.25 22 MP3A X 35.882 6.75 23 MP3A Z 0 6.75 24 MP3A Mx -.018 6.75 25 MP1A X 18.908 3 26 MP1A Z 0 3 27 MP1A Mx -.009 3 28 MP1A X 18.908 5 29 MP1A Z 0 5 30 MP1A Mx -.009 5 Member Point Loads (BLC 7 : Antenna Wo (120 Deg)) Member Label Direction Maanituderlb.k-ftl Locationrft.%l 1 MP2A X 41.1 1.25 2 MP2A Z 23.729 1.25 3 MP2A Mx -.005 1.25 4 MP2A X 41.1 6.75 5 MP2A Z 23.729 6.75 6 MP2A Mx -.005 6.75 7 MP2A X 41.1 1.25 8 MP2A Z 23.729 1.25 9 MP2A Mx -.036 1.25 10 MP2A X 41.1 6.75 11 MP2A Z 23.729 6.75 12 MP2A Mx -.036 6.75 13 MP2A X 24.748 2 14 MP2A Z 14.288 2 15 MP2A Mx .012 2 16 MP2A X 27.039 6 17 MP2A Z 15.611 6 18 MP2A Mx .014 6 19 MP3A X 41.239 1.25 20 MP3A Z 23.81 1.25 21 MP3A Mx -.021 1.25 22 MP3A X 41.239 6.75 23 MP3A Z 23.81 6.75 24 MP3A Mx -.021 6.75 25 MP1A X 20.468 3 26 MP1A Z 11.817 3 27 MP1A Mx -.01 3 28 MP1A X 20.468 5 29 MP1A Z 11.817 5 30 MP1A Mx -.01 5 Member Point Loads (BLC 8 : Antenna Wo (150 Deq)) Member Label Direction Maanituderlb.k-ftl Locationrft,%l 1 MP2A X 35.305 1.25 2 MP2A Z 61.15 1.25 3 MP2A Mx .023 1.25 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 11 CITY OF SANTA ANA Planning and Building Agency 111RISA A NEMETSCHEK COMPAN' Company Designer Job Number Model Name July 30, 2024 CA AM d Member Point Loads (BLC 8: Antenna Wo 150 De Continued as er 17 Member Label Direction Maanituderlb.k-ftl Locationrft.%nl 4 MP2A X 35.305 1 ua,g.-75 5 MP2A Z 61.15 6.75 6 MP2A Mx .023 6.75 7 MP2A X 35.305 1.25 8 MP2A Z 61.15 1.25 9 MP2A Mx -.058 1.25 10 MP2A X 35.305 6.75 11 MP2A Z 61.15 6.75 12 MP2A Mx -.058 6.75 13 MP2A X 17.082 2 14 MP2A Z 29.586 2 15 MP2A Mx .009 2 16 MP2A X 17.021 6 17 MP2A Z 29.482 6 18 MP2A Mx .009 6 19 MP3A X 35.546 1.25 20 MP3A Z 61.568 1.25 21 MP3A Mx -.018 1.25 22 MP3A X 35.546 6.75 23 MP3A Z 61.568 6.75 24 MP3A Mx -.018 6.75 25 MP1A X 16.544 3 26 MP1A Z 28.656 3 27 MP1A Mx -.008 3 28 MP1A X 16.544 5 29 MP1A Z 28.656 5 30 MP1A Mx -.008 5 Member Point Loads (BLC 9: Antenna Wo (180 Deq)) Member Label Direction Maanituderlb.k-ftl Locationrftm 1 MP2A X 0 1.25 2 MP2A Z 82.185 1.25 3 MP2A Mx .055 1.25 4 MP2A X 0 6.75 5 MP2A Z 82.185 6.75 6 MP2A Mx .055 6.75 7 MP2A X 0 1.25 8 MP2A Z 82.185 1.25 9 MP2A Mx -.055 1.25 10 MP2A X 0 6.75 11 MP2A Z 82.185 6.75 12 MP2A Mx -.055 6.75 13 MP2A X 0 2 14 MP2A Z 36.957 2 15 MP2A Mx 0 2 16 MP2A X 0 6 17 MP2A Z 35.452 6 18 MP2A Mx 0 6 19 MP3A X 0 1.25 20 MP3A Z 82.83 1.25 21 MP3A Mx 0 1.25 22 MP3A X 0 6.75 23 MP3A Z 82.83 6.75 24 MP3A Mx 0 6.75 25 MP1A X 0 3 26 MP1A Z 37.816 3 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 12 CITY OF SANTA ANA Planning and Building Agency 111RISA Company Designer Job Number Model Name Member Point Loads (BLC 10: Antenna Wo (210 Deg)) July 30, 2024 Cl� AM d Member Label Direction Maanitudeflb.k-ftl Locationfft.%l 1 MP2A X -35.305 1.25 2 MP2A Z 61.15 1.25 3 MP2A Mx .058 1.25 4 MP2A X -35.305 6.75 5 MP2A Z 61.15 6.75 6 MP2A Mx .058 6.75 7 MP2A X -35.305 1.25 8 MP2A Z 61.15 1.25 9 MP2A Mx -.023 1.25 10 MP2A X -35.305 6.75 11 MP2A Z 61.15 6.75 12 MP2A Mx -.023 6.75 13 MP2A X -17.082 2 14 MP2A Z 29.586 2 15 MP2A Mx -.009 2 16 MP2A X -17.021 6 17 MP2A Z 29.482 6 18 MP2A Mx -.009 6 19 MP3A X -35.546 1.25 20 MP3A Z 61.568 1.25 21 MP3A Mx .018 1.25 22 MP3A X -35.546 6.75 23 MP3A Z 61.568 6.75 24 MP3A Mx .018 6.75 25 MP1A X -16.544 3 26 MP1A Z 28.656 3 27 MP1A Mx .008 3 28 MP1A X -16.544 5 29 MP1A Z 28.656 5 30 MP1A Mx .008 5 Member Point Loads (BLC 11 : Antenna Wo (240 Deg)) Member Label Direction Ma nitude Ib k-ft Location ft 1 MP2A X -41.1 1.25 2 MP2A Z 23.729 1.25 3 MP2A Mx .036 1.25 4 MP2A X -41.1 6.75 5 MP2A Z 23.729 6.75 6 MP2A Mx .036 6.75 7 MP2A X -41.1 1.25 8 MP2A Z 23.729 1.25 9 MP2A Mx .005 1.25 10 MP2A X -41.1 6.75 11 MP2A Z 23.729 6.75 12 MP2A Mx .005 6.75 13 MP2A X -24.748 2 14 MP2A Z 14.288 2 15 MP2A Mx -.012 2 16 MP2A X -27.039 6 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 13 CITY OF SANTA ANA Planning and Building Agency Company Designer 111RISAJob Number Model Name VrJuly 30, 2024 9: 7 AM CyAed Member Point Loads BLC 11 : Antenna Wo 240 De Continued Member Label Direction Magnitude[lb,k-ftl as er Loqationnu 17 MP2A Z 15.611 udte6 18 MP2A Mx -.014 6 19 MP3A X -41.239 1.25 20 MP3A Z 23.81 1.25 21 MP3A Mx .021 1.25 22 MP3A X -41.239 6.75 23 MP3A Z 23.81 6.75 24 MP3A Mx .021 6.75 25 MP1A X -20.468 3 26 MP1A Z 11.817 3 27 MP1A Mx .01 3 28 MP1A X -20.468 5 29 MP1A Z 11.817 5 30 MP1A Mx .01 5 Member Point Loads (BLC 12 : Antenna Wo (270 De_g)) 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Building Agency Company Designer 111RISAJob Number Model Name VrJuly 30, 2024 9:,17 AM CyAed Member Point Loads (BLC 13: Antenna Wo 300 De Continued Member Label Direction Macinitude[lb,k-ftl as er Joqationrft.%i 7 MP2A X -41.1 a 1:25 8 MP2A Z -23.729 1.25 9 MP2A Mx .036 1.25 10 MP2A X -41.1 6.75 11 MP2A Z -23.729 6.75 12 MP2A Mx .036 6.75 13 MP2A X -24.748 2 14 MP2A Z -14.288 2 15 MP2A Mx -.012 2 16 MP2A X -27.039 6 17 MP2A Z -15.611 6 18 MP2A Mx -.014 6 19 MP3A X -41.239 1.25 20 MP3A Z -23.81 1.25 21 MP3A Mx .021 1.25 22 MP3A X -41.239 6.75 23 MP3A Z -23.81 6.75 24 MP3A Mx .021 6.75 25 MP1A X -20.468 3 26 MP1A Z -11.817 3 27 MP1A Mx .01 3 28 MP1A X -20.468 5 29 MP1A Z -11.817 5 30 MP1A Mx .01 5 Member Point Loads (BLC 14: Antenna Wo (330 De_g)) Member Label Direction Maanituderlb.k-ftl Locationrft.%1 1 MP2A X -35.305 1.25 2 MP2A Z -61.15 1.25 3 MP2A Mx -.023 1.25 4 MP2A X -35.305 6.75 5 MP2A Z -61.15 6.75 6 MP2A Mx -.023 6.75 7 MP2A X -35.305 1.25 8 MP2A Z -61.15 1.25 9 MP2A Mx .058 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3D\5000379823-VZW MT_LOT_A_H.r3d] Page 22 CITY OF SANTA ANA Planning and Building Agency 111RISA Company Designer Job Number Model Name Member Point Loads (BLC 27 : Antenna Wm (0 Deq)) July 30, 2024 C� AM d Member Label Direction Maanitudellb.k-ftl Locationfft.%l 1 MP2A X 0 1.25 2 MP2A Z -8.196 1.25 3 MP2A Mx -.005 1.25 4 MP2A X 0 6.75 5 MP2A Z -8.196 6.75 6 MP2A Mx -.005 6.75 7 MP2A X 0 1.25 8 MP2A Z -8.196 1.25 9 MP2A Mx .005 1.25 10 MP2A X 0 6.75 11 MP2A Z -8.196 6.75 12 MP2A Mx .005 6.75 13 MP2A X 0 2 14 MP2A Z -3.685 2 15 MP2A Mx 0 2 16 MP2A X 0 6 17 MP2A Z -3.535 6 18 MP2A Mx 0 6 19 MP3A X 0 1.25 20 MP3A Z -8.26 1.25 21 MP3A Mx 0 1.25 22 MP3A X 0 6.75 23 MP3A Z -8.26 6.75 24 MP3A Mx 0 6.75 25 MP1A X 0 3 26 MP1A Z -3.771 3 27 MP1A Mx 0 3 28 MP1A X 0 5 29 MP1A Z -3.771 5 30 MP1A Mx 0 5 Member Point Loads (BLC 28 : Antenna Wm (30 Deg)) Member Label Direction Ma nitude Ib k-ft Location ft 1 MP2A X 3.521 1.25 2 MP2A Z -6.098 1.25 3 MP2A Mx -.006 1.25 4 MP2A X 3.521 6.75 5 MP2A Z 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2 MP2A Z -2.366 1.25 3 MP2A Mx -.004 1.25 4 MP2A X 4.099 6.75 5 MP2A Z -2.366 6.75 6 MP2A Mx -.004 6.75 7 MP2A X 4.099 1.25 8 MP2A Z -2.366 1.25 9 MP2A Mx -.000472 1.25 10 MP2A X 4.099 6.75 11 MP2A Z -2.366 6.75 12 MP2A Mx -.000472 6.75 13 MP2A X 2.468 2 14 MP2A Z -1.425 2 15 MP2A Mx .001 2 16 MP2A X 2.696 6 17 MP2A Z -1.557 6 18 MP2A Mx .001 6 19 MP3A X 4.113 1.25 20 MP3A Z -2.374 1.25 21 MP3A Mx -.002 1.25 22 MP3A X 4.113 6.75 23 MP3A Z -2.374 6.75 24 MP3A Mx -.002 6.75 25 MP1A X 2.041 3 26 MP1A Z -1.178 3 27 MP1A Mx -.001 3 28 MP1A X 2.041 5 29 MP1A Z -1.178 5 30 MP1A Mx -.001 5 Member Point Loads (BLC 30: Antenna Wm (90 Deg)) Member Label Direction Maanituderlb.k-ftl Locationrf u 1 MP2A X 3.578 1.25 2 MP2A Z 0 1.25 3 MP2A Mx -.002 1.25 4 MP2A X 3.578 6.75 5 MP2A Z 0 6.75 r�61 MP2A Mx -.002 6.75 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 24 CITY OF SANTA ANA Planning and Building Agency Company Designer 111RISA Job Number ANEMETSCHEKCOMPAN'. Model Name : July 30, 2024 9: 7 AM cAppxwed FnR FRiVII 1 I-SI )Q Member Point Loads (BLC 30: Antenna Wm 90 De Continued as er ILT ogation ft % Member Label Direction_ Ma nitude Ib k-ft 7 MP2A X 3.578 a 125 8 MP2A Z 0 1.25 9 MP2A Mx -.002 1.25 10 MP2A X 3.578 6.75 11 MP2A Z 0 6.75 12 MP2A Mx -.002 6.75 13 MP2A X 2.571 2 14 MP2A Z 0 2 15 MP2A Mx .001 2 16 MP2A X 2.973 6 17 MP2A Z 0 6 18 MP2A Mx .001 6 19 MP3A X 3.578 1.25 20 MP3A Z 0 1.25 21 MP3A Mx -.002 1.25 22 MP3A X 3.578 6.75 23 MP3A Z 0 6.75 24 MP3A Mx -.002 6.75 25 MP1A X 1.886 3 26 MP1A Z 0 3 27 MP1A Mx -.000943 3 28 MP1A X 1.886 5 29 MP1A Z 0 5 30 MP1A Mx -.000943 5 Member Point Loads (BLC 31 : Antenna Wm (120 Deq)) Mamhar I ahal nirantinn Manniturierlh k-ftl 1 nratinnrft %1 1 MP2A X 4.099 1.25 2 MP2A Z 2.366 1.25 3 MP2A Mx -.000472 1.25 4 MP2A X 4.099 6.75 5 MP2A Z 2.366 6.75 6 MP2A Mx -.000472 6.75 7 MP2A X 4.099 1.25 8 MP2A Z 2.366 1.25 9 MP2A Mx -.004 1.25 10 MP2A X 4.099 6.75 11 MP2A Z 2.366 6.75 12 MP2A Mx -.004 6.75 13 MP2A X 2.468 2 14 MP2A Z 1.425 2 15 MP2A Mx .001 2 16 MP2A X 2.696 6 17 MP2A Z 1.557 6 18 MP2A Mx .001 6 19 MP3A X 4.113 1.25 20 MP3A Z 2.374 1.25 21 MP3A Mx -.002 1.25 22 MP3A X 4.113 6.75 23 MP3A Z 2.374 6.75 24 MP3A Mx -.002 6.75 25 MP1A X 2.041 3 26 MP1A Z 1.178 3 27 MP1A Mx -.001 3 28 MP1A X 2.041 5 29 MP1A Z 1.178 5 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 25 CITY OF SANTA ANA Planning and Building Agency 111RISA Company Designer Job Number Model Name Member Point Loads (BLC 32 : Antenna Wm (150 Deg)) July 30, 2024 Cl� AM d Member Label Direction Maanituderlb.k-ftl Locationrft.%l 1 MP2A X 3.521 1.25 2 MP2A Z 6.098 1.25 3 MP2A Mx .002 1.25 4 MP2A X 3.521 6.75 5 MP2A Z 6.098 6.75 6 MP2A Mx .002 6.75 7 MP2A X 3.521 1.25 8 MP2A Z 6.098 1.25 9 MP2A Mx -.006 1.25 10 MP2A X 3.521 6.75 11 MP2A Z 6.098 6.75 12 MP2A Mx -.006 6.75 13 MP2A X 1.703 2 14 MP2A Z 2.95 2 15 MP2A Mx .000852 2 16 MP2A X 1.697 6 17 MP2A Z 2.94 6 18 MP2A Mx .000849 6 19 MP3A X 3.545 1.25 20 MP3A Z 6.14 1.25 21 MP3A Mx -.002 1.25 22 MP3A X 3.545 6.75 23 MP3A Z 6.14 6.75 24 MP3A Mx -.002 6.75 25 MP1A X 1.65 3 26 MP1A Z 2.858 3 27 MP1A Mx -.000825 3 28 MP1A X 1.65 5 29 MP1A Z 2.858 5 30 MP1A Mx -.000825 5 Member Point Loads (BLC 33 : Antenna Wm (180 Deg)) Member Label Direction Maonituderlb.k-ftl Locationrft,%l 1 MP2A X 0 1.25 2 MP2A Z 8.196 1.25 3 MP2A Mx .005 1.25 4 MP2A X 0 6.75 5 MP2A Z 8.196 6.75 6 MP2A Mx .005 6.75 7 MP2A X 0 1.25 8 MP2A Z 8.196 1.25 9 MP2A Mx -.005 1.25 10 MP2A X 0 6.75 11 MP2A Z 8.196 6.75 12 MP2A Mx -.005 6.75 13 MP2A X 0 2 14 MP2A Z 3.685 2 15 MP2A Mx 0 2 16 MP2A X 0 6 17 MP2A Z 3.535 6 18 1 MP2A Mx 0 6 19 1 MP3A X 0 1.25 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 26 CITY OF SANTA ANA Planning and Building Agency 111RISA Company Designer Job Number Model Name Member Label Direction Maanituderlb.k-ftl July 30, 2024 �A AM d 20 MP3A Z 8.26 1 uatj.-21, 21 MP3A Mx 0 1.25 22 MP3A X 0 6.75 23 MP3A Z 8.26 6.75 24 MP3A Mx 0 6.75 25 MP1A X 0 3 26 MP1A Z 3.771 3 27 MP1A Mx 0 3 28 MP1A X 0 5 29 MP1A Z 3.771 5 30 MP1A Mx 0 5 Member Point Loads (BLC 34 : Antenna Wm (210 Deg)) Member Label Direction Maanituderlb.k-ftl Locationrft.%1 1 MP2A X -3.521 1.25 2 MP2A Z 6.098 1.25 3 MP2A Mx .006 1.25 4 MP2A X -3.521 6.75 5 MP2A Z 6.098 6.75 6 MP2A Mx .006 6.75 7 MP2A X -3.521 1.25 8 MP2A Z 6.098 1.25 9 MP2A Mx -.002 1.25 10 MP2A X -3.521 6.75 11 MP2A Z 6.098 6.75 12 MP2A Mx -.002 6.75 13 MP2A X -1.703 2 14 MP2A Z 2.95 2 15 MP2A Mx -.000852 2 16 MP2A X -1.697 6 17 MP2A Z 2.94 6 18 MP2A Mx -.000849 6 19 MP3A X -3.545 1.25 20 MP3A Z 6.14 1.25 21 MP3A Mx .002 1.25 22 MP3A X -3.545 6.75 23 MP3A Z 6.14 6.75 24 MP3A Mx .002 6.75 25 MP1A X -1.65 3 26 MP1A Z 2.858 3 27 MP1A Mx .000825 3 28 MP1A X -1.65 5 29 MP1A Z 2.858 5 30 MP1A Mx .000825 5 Member Point Loads (BLC 35 : Antenna Wm (240 Deg)) Member Label Direction Maanituderlb.k-ftl Locationrft.%1 1 MP2A X -4.099 1.25 2 MP2A Z 2.366 1.25 3 MP2A Mx .004 1.25 4 MP2A X -4.099 6.75 5 MP2A Z 2.366 6.75 6 MP2A Mx .004 6.75 7 MP2A X -4.099 1.25 8 MP2A Z 2.366 1.25 9 MP2A Mx .000472 1.25 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 27 CITY OF SANTA ANA Planning and Building Agency Company Designer 111RISAJob Number ANEMETSCHEKCOMPANY Model Name July 30, 2024 9: 7 AM CyAed Member Point Loads (BLC 35 : Antenna Wm 240 De Continued Member Label Direction Ma nitude Ib k-ft as er ocation ft % 10 MP2A X -4.099 Ud 6:7� 11 MP2A Z 2.366 6.75 12 MP2A Mx .000472 6.75 13 MP2A X -2.468 2 14 MP2A Z 1.425 2 15 MP2A Mx -.001 2 16 MP2A X -2.696 6 17 MP2A Z 1.557 6 18 MP2A Mx -.001 6 19 MP3A X -4.113 1.25 20 MP3A Z 2.374 1.25 21 MP3A Mx .002 1.25 22 MP3A X -4.113 6.75 23 MP3A Z 2.374 6.75 24 MP3A Mx .002 6.75 25 MP1A X -2.041 3 26 MP1A Z 1.178 3 27 MP1A Mx .001 3 28 MP1A X -2.041 5 29 MP1A Z 1.178 5 30 MP1A Mx .001 5 Member Point Loads (BLC 36 : Antenna Wm (270 Deg)) Member Label Direction Maanituderlb.k-ftl Locationrft.%1 1 MP2A X -3.578 1.25 2 MP2A Z 0 1.25 3 MP2A Mx .002 1.25 4 MP2A X -3.578 6.75 5 MP2A Z 0 6.75 6 MP2A Mx .002 6.75 7 MP2A X -3.578 1.25 8 MP2A Z 0 1.25 9 MP2A Mx .002 1.25 10 MP2A X -3.578 6.75 11 MP2A Z 0 6.75 12 MP2A Mx .002 6.75 13 MP2A X -2.571 2 14 MP2A Z 0 2 15 MP2A Mx -.001 2 16 MP2A X -2.973 6 17 MP2A Z 0 6 18 MP2A Mx -.001 6 19 MP3A X -3.578 1.25 20 MP3A Z 0 1.25 21 MP3A Mx .002 1.25 22 MP3A X -3.578 6.75 23 MP3A Z 0 6.75 24 MP3A Mx .002 6.75 25 MP1A X -1.886 3 26 MP1A Z 0 3 27 MP1A Mx .000943 3 28 MP1A X -1.886 5 29 MP1A Z 0 5 30 MP1A Mx .000943 5 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 28 CITY OF SANTA ANA Planning and Building Agency Company Designer 111RISA Job Number ANEMETSCHEKCOMPAN'. Model Name : July 30, 2024 9: 7 AM cAppxwed FnR FRiVII 1 I-SI )Q Member Point Loads (BLC 37 : Antenna Wm 300 De as er ocation ft % Member Label Direction_ Ma nitude Ib k-ft 1 MP2A X -4.099 a j:25 2 MP2A Z -2.366 1.25 3 MP2A Mx .000472 1.25 4 MP2A X -4.099 6.75 5 MP2A Z -2.366 6.75 6 MP2A Mx .000472 6.75 7 MP2A X -4.099 1.25 8 MP2A Z -2.366 1.25 9 MP2A Mx .004 1.25 10 MP2A X -4.099 6.75 11 MP2A Z -2.366 6.75 12 MP2A Mx .004 6.75 13 MP2A X -2.468 2 14 MP2A Z -1.425 2 15 MP2A Mx -.001 2 16 MP2A X -2.696 6 17 MP2A Z -1.557 6 18 MP2A Mx -.001 6 19 MP3A X -4.113 1.25 20 MP3A Z -2.374 1.25 21 MP3A Mx .002 1.25 22 MP3A X -4.113 6.75 23 MP3A Z -2.374 6.75 24 MP3A Mx .002 6.75 25 MP1A X -2.041 3 26 MP1A Z -1.178 3 27 MP1A Mx .001 3 28 MP1A X -2.041 5 29 MP1A Z -1.178 5 30 MP1A Mx .001 5 Member Point Loads (BLC 38 : Antenna Wm (330 Dep)) Member Label Direction Maonituderlb.k-ftl Locationrft.%1 1 MP2A X -3.521 1.25 2 MP2A Z -6.098 1.25 3 MP2A Mx -.002 1.25 4 MP2A X -3.521 6.75 5 MP2A Z -6.098 6.75 6 MP2A Mx -.002 6.75 7 MP2A X -3.521 1.25 8 MP2A Z -6.098 1.25 9 MP2A Mx .006 1.25 10 MP2A X -3.521 6.75 11 MP2A Z -6.098 6.75 12 MP2A Mx .006 6.75 13 MP2A X -1.703 2 14 MP2A Z -2.95 2 15 MP2A Mx -.000852 2 16 MP2A X -1.697 6 17 MP2A Z -2.94 6 18 MP2A Mx -.000849 6 19 MP3A X -3.545 1.25 20 MP3A Z -6.14 1.25 21 MP3A Mx .002 1.25 22 MP3A X -3.545 6.75 23 MP3A Z -6.14 6.75 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 29 CITY OF SANTA ANA Planning and Building Agency Company 111RI Designer Job Number ANEMETSCHEKCOMPAN'. Model Name July 30, 2024 CA AM d Member Point Loads BLC 38 : Antenna Wm 330 De Continued Master MPmhar I ahP1 Dirartinn Manniturp.11h k-ftl I nrafinnrft %1 24 MP3A Mx 002 a g:75 25 MP1A X -1.65 3 26 MP1A Z -2.858 3 27 MP1A Mx .000825 3 28 MP1A X -1.65 5 29 MP1A Z -2.858 5 30 MP1A Mx .000825 5 Member Point Loads (BLC 77 : Lm1) Member Label Direction Magnituderib,k-ftl Location ft 1 M5 Y -250 %98 Member Point Loads (BLC 78 : Lm2) Member Label Direction Ma nitude Ib k-ft Location ft 1 M5 Y -250 %65 Member Point Loads (BLC 79 : Lv1) Member Label Direction Ma nitude Ib k-ft Location ft 1 M5 Y -250 %50 Member Point Loads (BLC 80 : Lv2) Member Label Direction Ma nitude Ib k-ft Location 1 M5 Y -250 ft0 Member Point Loads (BLC 81 : Antenna Ev) Member Label Direction Maonituderlb k-ftl Locationrft%I 1 MP2A Y -5.379 1.25 2 MP2A M -.003 1.25 3 MP2A Mz .004 1.25 4 MP2A Y -5.379 6.75 5 MP2A M -.003 6.75 6 MP2A Mz .004 6.75 7 MP2A Y -5.379 1.25 8 MP2A M -.003 1.25 9 MP2A Mz -.004 1.25 10 MP2A Y -5.379 6.75 11 MP2A M -.003 6.75 12 MP2A Mz -.004 6.75 13 MP2A Y -14.594 2 14 MP2A M .007 2 15 MP2A Mz 0 2 16 MP2A Y -15.636 6 17 MP2A M .008 6 18 MP2A Mz 0 6 19 MP3A Y -6.557 1.25 20 MP3A M -.003 1.25 21 MP3A Mz 0 1.25 22 MP3A Y -6.557 6.75 23 MP3A M -.003 6.75 24 MP3A Mz 0 6.75 25 MP1A Y -7.401 3 26 MP1A M -.004 3 27 MP1A Mz 0 3 28 MP1A Y -7.401 5 NCE RISA-31D Version 17.0.4 [R:\... \...\...\...\...\... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 30 CITY OF SANTA ANA Planning and Building Agency 111RISA Company Designer Job Number Model Name Member Point Loads (BLC 82 : Antenna Eh (0 Deq)) Member Label Direction Ma nitude Ib k-ft July 30, 2024 C� AM d Location ft 1 MP2A Z -13.447 1.25 2 MP2A Mx -.009 1.25 3 MP2A Z -13.447 6.75 4 MP2A Mx -.009 6.75 5 MP2A Z -13.447 1.25 6 MP2A Mx .009 1.25 7 MP2A Z -13.447 6.75 8 MP2A Mx .009 6.75 9 MP2A Z -36.484 2 10 MP2A Mx 0 2 11 MP2A Z -39.09 6 12 MP2A Mx 0 6 13 MP3A Z -16.392 1.25 14 MP3A Mx 0 1.25 15 MP3A Z -16.392 6.75 16 MP3A Mx 0 6.75 17 MP1A Z -18.503 3 18 MP1A Mx 0 3 19 MP1A Z -18.503 5 20 MP1A Mx 0 5 Member Point Loads (BLC 83 : Antenna Eh (90 Deq)) Member Label Direction Magnituderib,k-ftl Location ft 1 MP2A X 13.447 1.25 2 MP2A Mx -.007 1.25 3 MP2A X 13.447 6.75 4 MP2A Mx -.007 6.75 5 MP2A X 13.447 1.25 6 MP2A Mx -.007 1.25 7 MP2A X 13.447 6.75 8 MP2A Mx -.007 6.75 9 MP2A X 36.484 2 10 MP2A Mx .018 2 11 MP2A X 39.09 6 12 MP2A Mx .02 6 13 MP3A X 16.392 1.25 14 MP3A Mx -.008 1.25 15 MP3A X 16.392 6.75 16 MP3A Mx -.008 6.75 17 MP1A X 18.503 3 18 MP1A Mx -.009 3 19 MP1A X 18.503 5 20 MP1A Mx -.009 5 Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude Ib k-ft in rad lb's^2/ft lb*s^2'ft No Data to Print ... NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 31 CITY OF SANTA ANA Planning and Building Agency Company 111RI Designer Job Number ANEMETSCHEKCOMPAN'. Model Name July 30, 2024 CA AM d Master IU: Envelope Joint Reactions Inlnt X rlhl 1 r V rlhl 1 r 7 phi 1 r RAY n,--ftl I r RAY rk-ftl I ('. W17 nr-ftl I r 1 N1 max 474.944 9 1048.664 34 845.884 1 -1.137 70 1.605 9 2.344 34 2 min -474.944 3 388.202 67 -845.884 7 -3.002 48 -1.606 3 -1.332 50 3 Totals: max 474.944 9 1048.664 34 845.884 1 4 min -474.944 3 388.202 67 -845.884 7 Joint Reactions (By Combination) I r Inint I Mhcl X rlhl V rlhl 7 rlhl RAY n -ftl MV rIr-f+l RA7 n,--ftl 1 1 N1 0 673.65 845.884 -1.988 -.237 .543 2 1 Totals: 0 673.65 845.884 3 1 COG (ft): X:.806 Y: -.018 Z: 3.115 4 2 N1 -373,373 673.65 646.665 -1.99 -1.398 .542 5 2 Totals: -373.373 673.65 646.665 6 2 COG (ft): X:.806 Y: -.018 Z: 3.115 7 3 N1 -474.944 673.65 274.178 -1.99 -1.606 .537 8 3 Totals: -474.944 673.65 274.178 9 3 COG (ft): X:.806 Y: -.018 Z: 3.115 10 4 N1 -449.256 673.65 -.021 -1.985 -1.402 .534 11 4 Totals: -449.256 673.65 -.021 12 4 COG (ft): X:.806 Y: -.018 Z: 3.115 13 5 N1 -474.944 673.65 -274.223 -1.981 -1.396 .537 14 5 Totals: -474.944 673.65 -274.223 15 5 COG (ft): X:.806 Y: -.018 Z: 3.115 16 6 N1 -373.373 673.65 -646.701 -1.981 -1.001 .542 17 6 Totals: -373.373 673.65 -646.701 18 6 COG (ft): X:.806 Y: -.018 Z: 3.115 19 7 N1 0 673.65 -845.884 -1.982 .233 .543 20 7 Totals: 0 673.65 -845.884 21 7 COG (ft): X:.806 Y: -.018 Z: 3.115 22 8 N1 373.373 673.65 -646.665 -1.981 1.391 .543 23 8 Totals: 373.373 673.65 -646.665 24 8 COG (ft): X:.806 Y: -.018 Z: 3.115 25 9 N1 474.944 673.65 -274.178 -1.981 1.605 .548 26 9 Totals: 474.944 673.65 -274.178 27 9 COG (ft): X:.806 Y: -.018 Z: 3.115 28 10 N1 449.256 673.65 .021 -1.985 1.404 .552 29 10 Totals: 449.256 673.65 .021 30 10 COG (ft): X:.806 Y: -.018 Z: 3.115 31 11 N1 474.944 673.65 274.223 -1.99 1.4 .548 32 11 Totals: 474.944 673.65 274.223 33 11 COG (ft): X:.806 Y: -.018 Z: 3.115 34 12 N1 373.373 673.65 646.701 -1.99 1.005 .543 35 12 Totals: 373.373 673.65 646.701 36 12 COG (ft): X:.806 Y: -.018 Z: 3.115 37 13 N1 0 674.29 108.905 -1.988 -.012 .543 38 13 Totals: 0 674.29 108.905 39 13 COG (ft): X:.805 Y: -.018 Z: 3.115 40 14 N1 -49.969 674.29 86.551 -1.988 -.172 .543 41 14 Totals: -49.969 674.29 86.551 42 14 CDG ft : X:.805 1 Y: -.018 1 Z: 3.115 NCE RISA-31D Version 17.0.4 [R:\... \...\...\...\...\... \Rev 1\Risa 3D\5000379823-VZW_MT_LOT_A_H.r3d] Page 32 CITY OF SANTA ANA Planning and Building Agency 111RISA Company Designer Job Number Model Name July 30, 2024 CA 4 d LC Joint Label X rlbl Y rlbl Z rlbl MX rk-ftl I _MY rk-ftl MZ rk-ftl 43 1 15 N1 -71.021 674.29 40.997 -1.988 a. t 5 .542 44 15 Totals: -71.021 674.29 40.997 45 15 COG (ft): X:.805 Y: -.018 Z: 3.115 46 16 N1 -73.04 674.29 -.004 -1.987 -.238 .542 47 16 Totals: -73.04 674.29 -.004 48 16 COG (ft): X:.805 Y: -.018 Z: 3.115 49 17 N1 -71.021 674.29 -41.005 -1.987 -.228 .542 50 17 Totals: -71.021 674.29 -41.005 51 17 COG (ft): X:.805 Y: -.018 Z: 3.115 52 18 N1 -49.969 674.29 -86.556 -1.986 -.155 .543 53 18 Totals: -49.969 674.29 -86.556 54 18 COG (ft): X:.805 Y: -.018 Z: 3.115 55 19 N1 0 674.29 -108.905 -1.987 .012 .543 56 19 Totals: 0 674.29 -108.905 57 19 COG (ft): X:.805 Y: -.018 Z: 3.115 58 20 N1 49.969 674.29 -86.551 -1.986 .172 .543 59 20 Totals: 49.969 674.29 -86.551 60 20 COG (ft): X:.805 Y: -.018 Z: 3.115 61 21 N1 71.021 674.29 -40.997 -1.987 .235 .544 62 21 Totals: 71.021 674.29 -40.997 63 21 COG (ft): X:.805 Y: -.018 Z: 3.115 64 22 N1 73.04 674.29 .004 -1.987 .238 .544 65 22 Totals: 73.04 674.29 .004 66 22 COG (ft): X:.805 Y: -.018 Z: 3.115 67 23 N1 71.021 674.29 41.005 -1.988 .228 .544 68 23 Totals: 71.021 674.29 41.005 69 23 COG (ft): X:.805 Y: -.018 Z: 3.115 70 24 N1 49.969 674.29 86.556 -1.988 .155 .543 71 24 Totals: 49.969 674.29 86.556 72 24 COG (ft): X:.805 Y: -.018 Z: 3.115 73 25 N1 0 1048.664 84.354 -3.002 -.023 2.343 74 25 Totals: 0 1048.664 84.354 75 25 COG (ft): X: 2.234 Y: -.011 Z: 3.059 76 26 N1 -37.235 1048.664 64.488 -3.002 -.139 2.342 77 26 Totals: -37.235 1048.664 64.488 78 26 COG (ft): X: 2.234 Y: -.011 Z: 3.059 79 27 N1 -47.365 1048.664 27.339 -3.001 -.16 2.342 80 27 Totals: -47.365 1048.664 27.339 81 27 COG (ft): X: 2.234 Y: -.011 Z: 3.059 82 28 N1 -44.8 1048.664 -.002 -3.001 -.14 2.341 83 28 Totals: -44.8 1048.664 -.002 84 28 COG (ft): X: 2.234 Y: -.011 Z: 3.059 85 29 N1 -47.365 1048.664 -27.344 -3 -.139 2.342 86 29 Totals: -47.365 1048.664 -27.344 87 29 COG (ft): X: 2.234 Y: -.011 Z: 3.059 88 30 N1 -37.235 1048.664 -64.491 -3 -.1 2.342 89 30 Totals: -37.235 1048.664 -64.491 90 30 COG (ft): X: 2.234 Y: -.011 Z: 3.059 91 31 N1 0 1048.664 -84.354 -3 .023 2.343 92 31 Totals: 0 1048.664 -84.354 93 31 COG (ft): X: 2.234 Y: -.011 Z: 3.059 94 32 N1 37.235 1048.664 -64.488 -3 .139 2.343 95 32 Totals: 37.235 1048.664 -64.488 96 32 COG (ft): X: 2.234 Y: -.011 Z: 3.059 97 33 N1 47.365 1048.664 -27.339 -3 .16 2.344 98 33 Totals: 47.365 1048.664 -27.339 99 33 COG (ft): X: 2.234 Y: -.011 Z: 3.059 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 33 CITY OF SANTA ANA Planning and Building Agency 111RISA Company Designer Job Number Model Name July 30, 2024 CA 4 d LC Joint Label X rlbl Y rlbl Z rlbl MX rk-ftl I _MY rk-ftl MZ rk-ftl 1001 34 N1 44.8 1048.664 .002 -3.001 a. % 2.344 101 34 Totals: 44.8 1048.664 .002 102 34 COG (ft): X: 2.234 Y: -.011 Z: 3.059 103 35 N1 47.365 1048.664 27.344 -3.001 .139 2.344 104 35 Totals: 47.365 1048.664 27.344 105 35 COG (ft): X: 2.234 Y: -.011 Z: 3.059 106 36 N1 37.235 1048.664 64.491 -3.002 .1 2.343 107 36 Totals: 37.235 1048.664 64.491 108 36 COG (ft): X: 2.234 Y: -.011 Z: 3.059 109 37 N1 0 1048.654 84.354 -3.002 -.023 1.105 110 37 Totals: 0 1048.654 84.354 111 37 COG (ft): X: 1.054 Y: -.011 Z: 3.059 112 38 N1 -37.235 1048.654 64.488 -3.002 -.139 1.105 113 38 Totals: -37.235 1048.654 64.488 114 38 COG (ft): X: 1.054 Y: -.011 Z: 3.059 115 39 N1 -47.365 1048.654 27.339 -3.002 -.16 1.105 116 39 Totals: -47.365 1048.654 27.339 117 39 COG (ft): X: 1.054 Y: -.011 Z: 3.059 118 40 N1 -44.8 1048.654 -.002 -3.001 -.14 1.104 119 40 Totals: -44.8 1048.654 -.002 120 40 COG (ft): X: 1.054 Y: -.011 Z: 3.059 121 41 N1 -47.365 1048.654 -27.344 -3 -.139 1.105 122 41 Totals: -47.365 1048.654 -27.344 123 41 COG (ft): X: 1.054 Y: -.011 Z: 3.059 124 42 N1 -37.235 1048.654 -64.491 -3 -.1 1.105 125 42 Totals: -37.235 1048.654 -64.491 126 42 COG (ft): X: 1.054 Y: -.011 Z: 3.059 127 43 N1 0 1048.654 -84.354 -3 .023 1.105 128 43 Totals: 0 1048.654 -84.354 129 43 COG (ft): X: 1.054 Y: -.011 Z: 3.059 130 44 N1 37.235 1048.654 -64.488 -3 .139 1.105 131 44 Totals: 37.235 1048.654 -64.488 132 44 COG (ft): X: 1.054 Y: -.011 Z: 3.059 133 45 N1 47.365 1048.654 -27.339 -3 .16 1.106 134 45 Totals: 47.365 1048.654 -27.339 135 45 COG (ft): X: 1.054 Y: -.011 Z: 3.059 136 46 N1 44.8 1048.654 .002 -3.001 .14 1.106 137 46 Totals: 44.8 1048.654 .002 138 46 COG (ft): X: 1.054 Y: -.011 Z: 3.059 139 47 N1 47.365 1048.654 27.344 -3.002 .139 1.106 140 47 Totals: 47.365 1048.654 27.344 141 47 COG (ft): X: 1.054 Y: -.011 Z: 3.059 142 48 N1 37.235 1048.654 64.491 -3.002 .1 1.105 143 48 Totals: 37.235 1048.654 64.491 144 48 COG (ft): X: 1.054 Y: -.011 Z: 3.059 145 49 N1 0 1048.651 0 -3.001 0 .543 146 49 Totals: 0 1048.651 0 147 49 COG (ft): X:.518 Y: -.011 Z: 3.059 148 50 N1 0 1048.64 0 -3.001 0 -1.332 149 50 Totals: 0 1048.64 0 150 50 COG (ft): X: -1.27 Y: -.011 Z: 3.059 151 51 N1 0 785.925 0 -2.316 0 .633 152 51 Totals: 0 785.925 0 153 51 COG (ft): X:.806 Y: -.018 Z: 3.115 154 52 N1 0 790.686 292.574 -2.338 -.236 .637 155 52 Totals: 0 790.686 292.574 156 1 52 1 COG (ft): I X:.806 1 Y: -.018 Z: 3.115 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 34 CITY OF SANTA ANA Planning and Building Agency 111RISA Company Designer Job Number Model Name July 30, 2024 CA 4 d LC Joint Label X rlbl Y rlbl Z rlbl MX rk-ftl I _MY rk-ftl MZ rk-ftl 157 53 N1 -146.293 790.686 253.363 -2.337 9. ' 6 .634 158 53 Totals: -146.293 790.686 253.363 159 53 COG (ft): X:.806 Y: -.018 Z: 3.115 160 54 N1 -253.38 790.686 146.276 -2.334 -.864 .631 161 54 Totals: -253.38 790.686 146.276 162 54 COG (ft): X:.806 Y: -.018 Z: 3.115 163 55 N1 -292.587 790.686 -.012 -2.33 -.862 .631 164 55 Totals: -292.587 790.686 -.012 165 55 COG (ft): X:.806 Y: -.018 Z: 3.115 166 56 N1 -253.38 790.686 -146.297 -2.326 -.628 .631 167 56 Totals: -253.38 790.686 -146.297 168 56 COG (ft): X:.806 Y: -.018 Z: 3.115 169 57 N1 -146.293 790.686 -253.375 -2.323 -.227 .634 170 57 Totals: -146.293 790.686 -253.375 171 57 COG (ft): X:.806 Y: -.018 Z: 3.115 172 58 N1 0 790.686 -292.574 -2.322 .235 .637 173 58 Totals: 0 790.686 -292.574 174 58 COG (ft): X:.806 Y: -.018 Z: 3.115 175 59 N1 146.293 790.686 -253.363 -2.323 .635 .641 176 59 Totals: 146.293 790.686 -253.363 177 59 COG (ft): X:.806 Y: -.018 Z: 3.115 178 60 N1 253.38 790.686 -146.276 -2.326 .865 .643 179 60 Totals: 253.38 790.686 -146.276 180 60 COG (ft): X:.806 Y: -.018 Z: 3.115 181 61 N1 292.587 790.686 .012 -2.33 .863 .644 182 61 Totals: 292.587 790.686 .012 183 61 COG (ft): X:.806 Y: -.018 Z: 3.115 184 62 N1 253.38 790.686 146.298 -2.334 .629 .643 185 62 Totals: 253.38 790.686 146.298 186 62 COG (ft): X:.806 Y: -.018 Z: 3.115 187 63 N1 146.293 790.686 253.375 -2.337 .227 .641 188 63 Totals: 146.293 790.686 253.375 189 63 COG (ft): X:.806 Y: -.018 Z: 3.115 190 64 N1 0 388.202 292.574 -1.151 -.236 .313 191 64 Totals: 0 388.202 292.574 192 64 COG (ft): X:.806 Y: -.018 Z: 3.115 193 65 N1 -146.293 388.202 253.363 -1.15 -.636 .31 194 65 Totals: -146.293 388.202 253.363 195 65 COG (ft): X:.806 Y: -.018 Z: 3.115 196 66 N1 -253.38 388.202 146.276 -1.147 -.864 .308 197 66 Totals: -253.38 388,202 146.276 198 66 COG (ft): X:.806 Y: -.018 Z: 3.115 199 67 N1 -292.587 388.202 -.012 -1.144 -.862 .307 200 67 Totals: -292.587 388.202 -.012 201 67 COG (ft): X:.806 Y: -.018 Z: 3.115 202 68 N1 -253.38 388.202 -146.297 -1.141 -.628 .308 203 68 Totals: -253.38 388.202 -146.297 204 68 COG (ft): X:.806 Y: -.018 Z: 3.115 205 69 N1 -146.293 388,202 -253.375 -1.138 -.227 .31 206 69 Totals: -146.293 388.202 -253.375 207 69 COG (ft): X:.806 Y: -.018 Z: 3.115 208 70 N1 0 388.202 -292.574 -1.137 .235 .313 209 70 Totals: 0 388.202 -292.574 210 70 COG (ft): X:.806 Y: -.018 Z: 3.115 211 71 N1 146.293 388.202 -253.363 -1.138 .635 1 .316 212 71 Totals: 146.293 388.202 -253.363 213 71 COG ft : X:.806 Y: -.018 Z: 3.115 NCE RISA-31D Version 17.0.4 [R:\... \...\...\...\...\... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 35 CITY OF SANTA ANA Planning and Building Agency 111RISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name July 30, 2024 CA 4 d IVI. CI IV. I C Inint I �hcl X nhi v rlhl 7 rim MX ne_ft1 I MV Ir_f+1 PA7 f4_ftl 214 72 N1 253.38 388.202 -146.276 -1.141 uag65 .318 215 72 Totals: 253.38 388.202 -146.276 216 72 COG (ft): X:.806 Y: -.018 Z: 3.115 217 73 N1 292.587 388.202 .012 -1.144 .863 .319 218 73 Totals: 292.587 388.202 .012 219 73 COG (ft): X:.806 Y: -.018 Z: 3.115 220 74 N1 253.38 388.202 146.298 -1.147 .629 .318 221 74 Totals: 253.38 388.202 146.298 222 74 COG (ft): X:.806 Y: -.018 Z: 3.115 223 75 N1 146.293 388.202 253.375 -1.15 .227 .316 224 75 Totals: 146.293 388.202 253.375 225 75 COG (ft): X:.806 Y: -.018 Z: 3.115 Envelope AISC 15th(360-16): LRFD Steel Code Checks RA.-h., Qh ('-1. ('hone I nnrf+l I (' Qho r (`home 1 n 1 (' nhi*Dn nhi*Dn nhi*RAn nhi*rkAn Gnn 1 M3 PIPE_3.0 .760 0 26 .511 0 34 63265 ... 65205 5.749 5.749 1... H3-6 2 M4 PIPE_3.0 .000 .625 6 .000 .625 6 64661 ... 65205 5.749 5.749 1... H1-1b 3 M5 PIPE_3.0 .517 5 32 .070 5 43 38176.765205 5.749 5.749 1... H1-1b 4 MP1A PIPE_2.0 .056 4 7 .011 4 5 14916 ... 32130 1.872 1.872 1... H1-1b 5 MP3A PIPE_2.0 .156 4 7 .020 4 8 14916 ... 32130 1.872 1.872 1...H1-1b 6 MP2A PIPE_2.0 .311 4 7 .037 1.917 6 14916 ... 32130 1.872 1.872 NCE RISA-31D Version 17.0.4 [R:\... \... \... \... \... \... \Rev 1\Risa 3D\5000379823-VZW MT_LOT_A_H.r3d] Page 36 Client: Verizon Wireless VZw Site Name: Calvary Chapel SMART Tool" MDG #: 5000379823 Vendor Fuze ID #: 16498111 I. Mount -to -Tower Connection Check Custom Orientation Required Yes Nodes Orientation (labeled per Risa) (per graphic of typical platform) N1 0 Tower Connection Bolt Checks Tower Connection Boseplate Checks Tower Connection Weld Checks Weld Shape: Weld Stiffener Configuration: Stiffener Notch Present? Stiffener Length, I (in): Stiffener Spacing/Width, s (in): Stiffener Notch Length, n (in): Weld Size (1/16 in): W1 = Diameter (in): W2 = Diameter (in): Weld Total Length (in): Z. (in3/in): Zy (in3/in): JP (in4/in): cX (in) cy (in) Required combined strength (kip/in): Weld Capacity (kip/in): Weld Utilization: No No Yes Circle (1) Stiffener on top/bottom Yes 3 0.25 5 3.5 3.5 23.00 45.17 9.62 211.42 5 5 1.83 6.96 26.3% CITY OF SANTA ANA Planning and Building Agency Date: 7/30/2024 Approved P R RFRMIT ISSUANCE Version 2.00 Master ID: Date: 0 o eeg YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 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 :55 ft Monopine ATC Asset Name :CALVARY CHAPEL CA ATC Asset Number :413975 Engineering Number :14907502_C3_01 Proposed Carrier :VERIZON WIRELESS Carrier Site Name :CALVARY CHAPEL Carrier Site Number :5000379823 Site Location :2961 W. MACARTHUR BLVD. Santa Ana, CA 92704-6907 33.7012° N, 117.9099° W County :Orange Date :October 3, 2024 Max Usage :82% Analysis Result :Pass Eng. Number 14907502_C3_01 October 3, 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 Eng. Number 14907502_C3_01 October 3, 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 55 ft Monopine tower to reflect the change in loading by VERIZON WIRELESS. Supporting Documents Tower:Cell Trees Job #07-087, dated August 15, 2007 Base plate information from field verification Foundation:Cell Trees Job #07-087, dated August 15, 2007 Geotechnical:FDH Project #15BYQS1600, dated September 11, 2015 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 = 0.47 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. Eng. Number 14907502_C3_01 October 3, 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 82.5%1.2D + 1.0W Pass Serviceability Usage 35.7%1.0D + 1.0W Pass Base Plate @ 0.0 ft 65.9%Rods Pass Pier 60.7%Moment [Soil]Pass Maximum Reactions Foundation Moment (k-ft)Axial (k)Shear (k) Monopole Base 828.4 18.6 22.2 *Reactions shown reflect the results from the Load Case with maximum Moment Structure base reactions were analyzed using available geotechnical and foundation information. Eng. Number 14907502_C3_01 October 3, 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 53.0 1 Unused Reserve (18145.14 sqin)- 2 Raycap RCMDC-6627-PF-48 3 Ericsson AIR 6419 B77D 3 Ericsson Radio 4449 3 Ericsson Radio 8843 3 T-Arm 49.0 6 Commscope NHH-65C-R2B (2) 1 5/8" Hybriflex (6) 7/8" Coax Other Existing/Reserved Loading No loading was considered in addition to the VERIZON WIRELESS Final Loading. ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: •Information supplied by the client regarding antenna, mounts, and feed line loading •Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Calculations ASSET: CALVARY CHAPEL CA, 413975 CUSTOMER: VERIZON WIRELESS CITY OF SANTA ANA CODE: ANSVTIA-221L PROJECT: PIaqkTa2and uilding Agency c y ANALYSIS PARAMETERS Design Wind: 95 mph Ice Wind: 30 mph w/ 0.0" ice Service Wind: 60 mph Risk Category: II Exposure: B Ss: 1.303 Sj: 0.468 Topo Factor: Method 1 Topo Feature: Topo Category: 1 Structure Height: 55.0 it Base Elevation: 1.00 ft Structure Type: Taper Base Diameter: 30.00 in Base Rotation: 0.000 Taper: 0.2270 (in/ft) 55'-0- 53'-0" 51'-0' 49'-0- 45'-7'3116 39' 9'518 34'-0- 26'-3' 5,'8 18'-3" 1 T-2-N8 16-0" 0'0' 40'-0" 1f4'Thick (65 KSI) 39" GLOBAL BASE REACTIONS L 18'-3- lbfThick (65 KSI) Moment Axial Shear Load Case (kip-ft) (kip) (kip) 1.21D + 1.OW 828.45 18.65 22.22 0.91D + 1.OW 824.19 13.96 22.20 1.21D + 1.ODi + 1.0% 84.94 17.55 2.30 1.2D + 1.OEv + 1.OEh 256.41 21.39 5.98 0.91D - 1.OEv + 1.OEh 253.12 10.50 5.97 1.01D + 1.0W 294.76 15.60 7.93 POLE SECTION ROPERTI6�S�„OVed Flat Diameter (in l Length Thi` Hp Yield FO IT U ` E Section ftTo Bottom i 3p 1 18.250 25.85 30.00 0.25) 0.00 18 Sides 65 2 40.000 18.00 27.09 0.25 Slip Joint 39.00 18 Sides 65 DISCRETE APPURTENANCE MaUN&S APPURTENANCE � P Elev (ft) Description Descri tion 55.0 (1) 4 Ft Branches 49.0 (2) 1 5/8" Hybriflex 55.0 (1) Additional (8) fill 4 Ft Branches 49.0 (6) 7/8" Coax 53.0 (1) Unused Reserve (18145.14 sqin) 51.0 (1) Antenna Branches 49.0 (3) Ericsson Radio 4449 49.0 (3) Ericsson AIR 6419 B77D 49.0 (3) Generic Round T-Arm 49.0 (3) Ericsson Radio 8843 49.0 (2) Raycap RCMDC-6627-PF-48 49.0 (6) Commscope NHH-65C-R2B 45.6 (1) 8 Ft Branches 45.6 (1) Additional (4) fill 8 Ft Branches 39.8 (1) Additional (15) fill 6 Ft Branches 39.8 (1) Existing (20) 6 Ft Branches 39.8 (1) 6 Ft Branches 34.0 (1) Additional (3) fill 4 Ft Branches 34.0 (1) 4 Ft Branches 26.3 (1) 8 Ft Branches 26.3 (1) Additional (20) fill 8 Ft Branches 26.3 (1) Existing (25) 8 Ft Branches 17.2 (1) 10 Ft Branches 17.2 (1) Additional (4) fill 10 Ft Branches © 2007 - 2022 by ATC LLC. 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Page 1 of 1 Model ID: 92722.0 Scenario ID: 335715.0 10/3/2024 9:10:09 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS Location: Type and Shape Manufacturer: Kd (non -service) K.: Risk Category: Exposure Category: Topo Factor Procedure: Topographic Category: Crest Height: Analysis Method Site Class: TL (sec): Sds: Ss: Fa: 1.21D + 1.OW 0.9D + 1.OW 1.2D + 1.ODi + 1.OWi 1.2D + 1.OEv + 1.OEh 0.9D - 1.OEv + 1.OEh 1.OD + 1.OW Orange County,CA Taper, 18 Sides Cell Trees 0.95 1.00 11 B Method 1 1 Oft Equivalent Lateral Force Method D - Stiff Soil 8 1.042 1,303 1.200 ANALYSIS PARAMETERS Height: Base Diameter: Top Diameter: Taper: Rotation: CITY OF SANTA ANA CODE: PlhNPi lM14-9?"uilding Agency PROJECT: 14907502 C3 01 Approved 55 t FOR PERMIT ISSUANCE 30. 0 in 18. 0 in ICE & WIND PARAMETERS Design Wind Speed: Design Wind Speed w/ Ice: Design Ice Thickness: Service Wind Speed: HMSL: SEISMIC PARAMETERS Period Based on Rayleigh Method (sec): P: 1 Sd1: 0.572 SI: 0.468 F° 1.832 LOAD CASES 95 mph Wind with No Ice 95 mph Wind with No Ice (Reduced DL) 30 mph Wind with 0" Radial Ice Seismic Seismic (Reduced DL) 60 mph Wind with No Ice rID: 95 mph 30 mph 0.00 in 60 mph 35.00 ft 1.00 Cs: 0.382 Cs Max: 0.382 Cs Min: 0.046 ©2007 - 2022 by ATC LLC. 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Page 1 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS CITY OF SANTA ANA CODE: P16NA 14�i1�ANIIBuilding Agency PROJECT: 14907502 C3 01 SHAFT SECTION PROPERTIES Approved Bottom FOR PERMIT ISSUANCE Joint Length Thick Fy Joint Len Weight Dia Elev Area Ix W/t D/t Dia Elev Area x W/t D/t Taper Section ft in ksi Type in(lb) in ft) (in2) (W Ratio Ratio in ft (inz) (in') Ratio Ratio in/ft 1-18 18.25 0.2500 65 0.00 1,364 30.00 0.000 23.61 2,639.6 19.40 120.00 25.85 18.25 .20�35te9Rb4 16.47 103.41 0.2273 �V14.08 2-18 40.00 0.2500 65 Slip 39.00 2,408 27.09 15.000 21.30 1,938.5 17.34 108.36 18.00 55.00 5160U0..6 10.93 72.00 0.22.73 Total Shaft Weight 3,772 DISCRETE APPURTENANCE PROPERTIES Attach No Ice Ice Elev Vert Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qty Ka (ft) (Ib) (so Factor (lb) (sf) Factor 55.00 4 Ft Branches 1 1.00 0.580 480.00 61.880 1.00 480.00 61.880 1.00 55.00 Additional (8) fill 4 Ft Branc 1 1.00 0.600 240.00 30.940 1.00 240.00 30.940 1.00 53.00 Unused Reserve (18145.14 sqin) 1 0.80 0.000 1427.10 126.008 0.90 1427.10 126.008 0.90 51.00 Antenna Branches 1 1.00 0.000 72.00 20.860 1.00 72.00 20.860 1.00 49.00 Commscope NHH-65C-R2B 6 0.80 0.000 51.60 11.389 0.70 51.60 11.389 0.70 49.00 Ericsson AIR 6419 B77D 3 0.80 0.000 63.10 4.186 0.67 63.10 4.186 0.67 49.00 Generic Round T-Arm 3 0.75 0.000 450.00 9.700 0.67 450.00 9.700 0.67 49.00 Raycap RCMDC-6627-PF-48 2 0.80 0.000 32.00 4.056 0.50 32.00 4.056 0.50 49.00 Ericsson Radio 4449 3 0.80 0.000 85.00 3.500 0.50 85.00 3.500 0.50 49.00 Ericsson Radio 8843 3 0.80 0.000 85.00 3.500 0.50 85.00 3.500 0.50 45.60 Additional (4) fill 8 Ft Branc 1 1.00 0.000 168.00 21.280 1.00 168.00 21.280 1.00 45.60 8 Ft Branches 1 1.00 0.000 252.00 31.920 1.00 252.00 31.920 1.00 39.80 Existing (20) 6 Ft Branches 1 1.00 0.000 700.00 84.910 1.00 700.00 84.910 1.00 39.80 6 Ft Branches 1 1.00 0.000 1155.00 140.100 1.00 1155.00 140.100 1.00 39.80 Additional (15) fill 6 Ft Bran 1 1.00 0.000 525.00 63.680 1.00 525.00 63.680 1.00 34.00 Additional (3) fill 4 Ft Branc 1 1.00 0.000 90.00 11.600 1.00 90.00 11.600 1.00 34.00 4 Ft Branches 1 1.00 0.000 90.00 11.600 1.00 90.00 11.600 1.00 26.30 8 Ft Branches 1 1.00 0.000 1512.00 191.490 1.00 1512.00 191.490 1.00 26.30 Existing (25) 8 Ft Branches 1 1.00 0.000 1052.00 132.980 1.00 1052.00 132.980 1.00 26.30 Additional (20) fill 8 Ft Bra 1 1.00 0.000 841.60 106.380 1.00 841.60 106.380 1.00 17.20 Additional (4) fill 10 Ft Bran 1 1.00 0.000 180.00 23.370 1.00 180.00 23.370 1.00 17.20 10 Ft Branches 1 1.00 0.000 405.00 52.590 1.00 405.00 52.590 1.00 Totals Row Count: 22 Load Case Azimuth (deg): aoo 36 11,612.60 LINEAR APPURTENANCE PROPERTIES 11,612.60 Elev Elev Distance Distance Distance From To Diameter Weight Max/ Between Between Azimuth From Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat Row Rows(in) Cols(in) (deg) Face (in) To Wind Carrier 0.00 49.00 6 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 49.00 2 1 5/8" Hybriflex 1.98 1.3 N 0 0 0 0 0 N VERIZON WIRELESS - 2022 byATC LLC. 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Page 2 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS CITY OF SANTA ANA CODE: P16NA l4�il�ANIIBuilding Agency PROJECT: 14907502 C3 01 Approved FOR PERMIT ISSUANCE SEGMENT PROPERTIES Seg Top Thick Flat Dia Area Ix Wit D/t y S Z Weight Elev ft Description Max Len th:5ft in in) (in2) (in4 Ratio Ratio si in3 in3(lb) 0.00 0.2500 30.000 23.606 2,639.60 19A0 120.00 71 Vasterib:3 0.0 0.0 5.00 0.2500 28.864 22.704 2,348.60 18.59 115.45 7 .Date: 160.3 0.0 394.0 10.00 0.2500 27.727 21.802 2,079.70 17.79 110.91 8(.5 147.7 0.0 378.6 15.00 Bot - Section 2 0.2500 26.591 20.901 1,832.20 16.99 106.36 8 17.20 0.2500 26.091 20.504 1,729.80 16.64 104.36 81.8 130.6 0.0 312.9 18.25 Top - Section 1 0.2500 26.352 20.711 1,782.90 16.82 105.41 81.6 133.3 0.0 147.3 20.00 0.2500 25.955 20.396 1,702.60 16.54 103.82 81.9 129.2 0.0 122.4 25.00 0.2500 24.818 19.494 1,486.60 15.74 99.27 82.6 118.0 0.0 339.3 26.30 0.2500 24.523 19.260 1,433.60 15.53 98.09 82.6 115.1 0.0 85.7 30.00 0.2500 23.682 18.592 1,289.70 14.94 94.73 82.6 107.3 0.0 238.3 34.00 0.2500 22.773 17.871 1,145.40 14.30 91.09 82.6 99.1 0.0 248.2 35.00 0.2500 22.545 17.691 1,111.00 14.14 90.18 82.6 97.1 0.0 60.5 39.80 0.2500 21.455 16.825 955.80 13.37 85.82 82.6 87.7 0.0 281.9 40.00 0.2500 21.409 16.789 949.70 13.34 85.64 82.6 87.4 0.0 11.4 45.00 0.2500 20.273 15.887 804.70 12.54 81.09 82.6 78.2 0.0 278.0 45.60 0.2500 20.136 15.779 788.40 12.44 80.55 82.6 77.1 0.0 32.3 49.00 0.2500 19.364 15.166 700.00 11.89 77.45 82.6 71.2 0.0 179.0 50.00 0.2500 19.136 14.986 675.40 11.73 76.55 82.6 69.5 0.0 51.3 51.00 0.2500 18.909 14.805 651.30 11.57 75.64 82.6 67.8 0.0 50.7 53.00 0.2500 18.455 14.445 604.80 11.25 73.82 82.6 64.6 0.0 99.5 55.00 0.2500 18.000 14.084 560.60 10.93 72.00 82.6 61.3 0.0 97.1 Total: 3,771.7 CALCULATED FORCES Load Case: 1.2D + 1.OW 95 mph Wind with No Ice 17 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.20 Wind Load Factor: 1.00 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -18.65 -22.22 0.00 -828.4 0.00 828.45 1,669.61 414,28 1,11323 1,021.46 0 0 0.825 5.00 -17.99 -22.20 0.00 -717.3 0.00 717.34 1,625.09 398.46 1,029.82 955.93 0.23 -0.42 0.765 10.00 -17.36 -22.17 0.00 -606.4 0.00 606.36 1,579.05 382.63 949.66 891.64 0.88 -0.82 0.694 15.00 -16.79 -22.13 0.00 -495.5 0.00 495.53 1,531.48 366.81 872.75 828.69 1.95 -1.19 0.613 17.20 -15.69 -20.82 0.00 -446.8 0.00 446.83 1,510.06 359.85 839.93 801.45 2.54 -1.36 0.571 18.25 -15.48 -20.80 0.00 -425.0 0.00 424.98 1,521.30 363.49 857.01 815.65 2.84 -1.43 0.534 20.00 -15.25 -20.76 0.00 -388.6 0.00 388.58 1,504.17 357.95 831.09 794.07 3.39 -1.55 0.503 25.00 -14.75 -20.71 0.00 -284.8 0.00 284.78 1,448.32 342.12 759.24 730.45 5.18 -1.83 0.404 26.30 -10.77 -13.26 0.00 -257.9 0.00 257.86 1,430.90 338.01 741.10 712.90 5.68 -1.9 0.371 30.00 -10.43 -13.19 0.00 -208.8 0.00 208.80 1,381.33 326.30 690.64 664.12 7.23 -2.07 0.324 34.00 -9.89 -12.71 0.00 -156.1 0.00 156.06 1,327.74 313.64 638.10 613.33 9.03 -2.23 0.264 35.00 -9.79 -12.65 0.00 -143.4 0.00 143.35 1,314.34 310.47 625.29 600.94 9.51 -2.27 0.248 39.80 -6.79 -7.15 0.00 -82.6 0.00 82.62 1,250.03 295.28 565.61 543.27 11.87 -2.41 0.158 40.00 -6.77 -7.09 0.00 -81.2 0.00 81.19 1,247.35 294.65 563.18 540.92 11.97 -2.41 0.156 45.00 -6.41 -7.01 0.00 -45.8 0.00 45.75 1,180.36 278.82 504.33 484.06 14.55 -2.51 0.101 45.60 -5.91 -5.92 0.00 -41.5 0.00 41.54 1,172.32 276.93 497.48 477.45 14.86 -2.52 0.093 49.00 -2.83 -4.34 0.00 -21.4 0.00 21.40 1,126.77 266.17 459.58 440,85 16.67 -2.56 0.051 50.00 -2.77 -4.32 0.00 -17.1 0.00 17.06 1,113.37 263.00 448.72 430.36 17.21 -2.56 0.042 51,00 -2.64 -3.87 0.00 -12.7 0.00 12.73 1,099.97 259.84 437.98 420.00 17.75 -2.57 0.033 53.00 -0.89 -1.94 0.00 -5.0 0.00 4.99 1,073.18 253.51 416.91 399.65 18.83 -2.58 0.013 55.00 0.00 -1.90 0.00 -1.1 0.00 1.10 1,046.38 247.18 396.35 379.81 19.91 -2.58 0.003 - 2022 byATC LLC. 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Page 3 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS Load Case: 0.9D + 1.OW Gust Response Factor: Dead load Factor: Wind Load Factor: Seg Pu Elev FY (-) (ft) (kips) 1.10 0.90 1.00 Vu FX (-) (kips) Tu MY (ft-kips) CALCULATED FORCES 95 mph Wind with No Ice (Reduced DL) Mu Mu Resultant Phi MZ MX Moment Pn (ft-kips) (ft-kips) (ft-kips) (kips) Phi Vn (kips) 0.00 -13.96 -22.20 0.00 -824.2 0.00 824.19 1,669.61 414.28 5.00 -13.43 -22.15 0.00 -713.2 0.00 713.17 1,625.09 398.46 10.00 -12.92 -22.09 0.00 -602.4 0.00 602.44 1,579.05 382.63 15.00 -12.48 -22.04 0.00 -492.0 0.00 492.01 1,531.48 366.81 17.20 -11.65 -20.71 0.00 -443.5 0.00 443.53 1,510.06 359.85 18.25 -11.48 -20.69 0.00 -421.8 0.00 421.78 1,521.30 363.49 20.00 -11.29 -20.64 0.00 -385.6 0.00 385.57 1,504.17 357.95 25.00 -10.90 -20.58 0.00 -282.4 0.00 282.37 1,448.32 342.12 26.30 -7.97 -13.16 0.00 -255.6 0.00 255.62 1,430.90 338.01 30.00 -7.71 -13.08 0.00 -206.9 0.00 206.92 1,381.33 326.30 34.00 -7.30 -12.61 0.00 -154.6 0.00 154.60 1,327.74 313.64 35.00 -7.22 -12.54 0.00 -142.0 0.00 141.99 1,314.34 310.47 39.80 -5.02 -7.07 0.00 -81.8 0.00 81.78 1,250.03 295.28 40.00 -5.01 -7.01 0.00 -80.4 0.00 80.37 1,247.35 294.65 45.00 -4.73 -6.94 0.00 -45.3 0.00 45.31 1,180.36 278.82 45.60 -4.37 -5.85 0.00 -41.2 0.00 41.15 1,172.32 276.93 49.00 -2.08 -4.31 0.00 -21.2 0.00 21.24 1,126.77 266.17 50.00 -2.03 -4.29 0.00 -16.9 0.00 16.93 1,113.37 263.00 51.00 -1.94 -3.84 0.00 -12.6 0.00 12.65 1,099.97 259.84 53.00 -0.65 -1.93 0.00 -5.0 0.00 4.96 1,073.18 253.51 55.00 0.00 -1.90 0.00 -1.1 0.00 1.10 1,046.38 247.18 CITY OF SANTA ANA CODE: P1hNA l4�il�-9?R+BL ilding Agency PROJECT: 14907502 C3 01 Approved FOR PERMIT ISSUANCE 17 Iterations Master ID: Phi ®bte: Total Tn lkip5) Mn Deflect Rotation ft-kips (in deRatio 1,113.23 1,021.46 0 0 0.818 1,029.82 955.93 0.23 -0.41 0.757 949.66 891.64 0.88 -0.81 0.687 872.75 828.69 1.94 -1.19 0.605 839.93 801.45 2.52 -1.35 0.564 857.01 815.65 2.83 -1.42 0.528 831.09 794.07 3.37 -1.54 0.496 759.24 730.45 5.14 -1.82 0.398 741.10 712.90 5.65 -1.89 0.366 690.64 664.12 7.18 -2.06 0.319 638.10 613.33 8.98 -2.22 0.259 625.29 600.94 9.44 -2.25 0.243 565.61 543.27 11.79 -2.39 0.155 563.18 540.92 11.89 -2.4 0.153 504.33 484.06 14.45 -2.49 0.098 497.48 477.45 14.76 -2.5 0.090 459.58 440.85 16.56 -2.54 0.050 448.72 430.36 17.09 -2.54 0.041 437.98 420.00 17.62 -2.55 0.032 416.91 399.65 18.7 -2.56 0.013 396.35 379.81 19.77 -2.56 0.003 - 2022 byATC LLC. 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Page 4 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS Load Case: 1.2D + 1.0D1 + 1.OWi Gust Response Factor: 1.10 Dead load Factor: 1.20 Wind Load Factor: 1.00 Seg Pu Vu Elev FY (-) FX (-) (ft) (kips) (kips) 0.00 -17.55 -2.30 5.00 -17.05 -2.29 10.00 -16.56 -2.28 15.00 -16.10 -2.27 17.20 -15.04 -2.13 18.25 -14.85 -2.13 20.00 -14.70 -2.12 25.00 -14.26 -2.11 26.30 -10.24 -1.36 30.00 -9.93 -1.35 34.00 -9.40 -1.30 35.00 -9.33 -1.29 39.80 -6.23 -0.73 40.00 -6.21 -0.72 45.00 -5.85 -0.71 45.60 -5.33 -0.60 49.00 -2.82 -0.44 50.00 -2.76 -0.44 51.00 -2.62 -0.39 53.00 -0.93 -0.20 55.00 0.00 -0.19 CALCULATED FORCES 30 mph Wind with 0" Radial Ice Ice Dead Load Factor 1.00 CITY OF SANTA ANA CODE: P16NA l4�il�ANIIBuilding Agency PROJECT: 14907502 C3 01 Approved FOR PERMIT ISSUANCE 16 Iterations e Import nce Factor 1.00 Tu MY cis Mu MZ ft-kips)ft-kips)ft-kips)(kips) Mu MX Resultant Moment Phi Pn Phi Vn (kips) Phi Tn ft-ki s Master ID: ®OIite: Total Mn Deflect -ki s in Rotation de 0.00 -84.9 0.00 84.94 1,669.61 414.28 1,113.23 1,021.46 0 0 0.00 -73.4 0.00 73.42 1,625.09 398.46 1,029.82 955.93 0.02 -0.04 0.00 -62.0 0.00 61.97 1,579.05 382.63 949.66 891.64 0.09 -0.08 0.00 -50.6 0.00 50.58 1,531.48 366.81 872.75 828.69 0.2 -0.12 0.00 -45.6 0.00 45.59 1,510.06 359.85 839.93 801.45 0.26 -0.14 0.00 -43.4 0.00 43.35 1,521.30 363.49 857.01 815.65 0.29 -0.15 0.00 -39.6 0.00 39.63 1,504.17 357.95 831.09 794.07 0.35 -0.16 0.00 -29.0 0.00 29.03 1,448.32 342.12 759.24 730.45 0.53 -0.19 0.00 -26.3 0.00 26.29 1,430.90 338.01 741.10 712.90 0.58 -0.19 0.00 -21.2 0.00 21.25 1,381.33 326.30 690.64 664.12 0.74 -0.21 0.00 -15.9 0.00 15.86 1,327.74 313.64 638.10 613.33 0.92 -0.23 0.00 -14.6 0.00 14.56 1,314.34 310.47 625.29 600.94 0.97 -0.23 0.00 -8.4 0.00 8.39 1,250.03 295.28 565.61 543.27 1.21 -0.25 0.00 -8.2 0.00 8.24 1,247.35 294.65 563.18 540.92 1.22 -0.25 0.00 -4.6 0.00 4.62 1,180.36 278.82 504.33 484.06 1.49 -0.26 0.00 -4.2 0.00 4.20 1,172.32 276.93 497.48 477.45 1.52 -0.26 0.00 -2.2 0.00 2.16 1,126.77 266.17 459.58 440.85 1.7 -0.26 0.00 -1.7 0.00 1.72 1,113.37 263.00 448.72 430.36 1.76 -0.26 0.00 -1.3 0.00 1.28 1,099.97 259.84 437.98 420.00 1.81 -0.26 0.00 -0.5 0.00 0.50 1,073.18 253.51 416.91 399.65 1.92 -0.26 0.00 -0.1 0.00 0.11 1,046.38 247.18 396.35 379.81 2.03 -0.26 0.094 0.087 0.080 0.072 0.067 0.063 0.060 0.050 0.044 0.039 0.033 0.031 0.020 0.020 0.015 0.013 0.007 0.006 0.005 0.002 0.000 - 2022 byATC LLC. All rights reserved. Page 5 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS Load Case: 1.OD + 1.OW Gust Response Factor: Dead load Factor: Wind Load Factor: Seg Pu Elev FY (-) (ft) (kios) 0.00 -15.60 5.00 -15.16 10.00 -14.74 15.00 -14.34 17.20 -13.43 18.25 -13.28 20.00 -13.14 25.00 -12.77 26.30 -9.30 30.00 -9.04 34.00 -8.59 35.00 -8.52 39.80 -5.87 40.00 -5.85 45.00 -5.55 45.60 -5.10 49.00 -2.49 50.00 -2.44 51.00 -2.32 53.00 -0.81 55.00 0.00 1.10 1.00 1.00 Vu FX (-) (kips) Tu MY (ft-kips) CALCULATED FORCES 60 mph Wind with No Ice Mu Mu Resultant Phi MZ MX Moment Pn (ft-kips) (ft-kips) (ft-kips) (kips) Phi Vn (kips) -7.93 0.00 -294.8 0.00 294.76 1,669.61 414.28 -7.91 0.00 -255.1 0.00 255.13 1,625.09 398.46 -7.89 0.00 -215.6 0.00 215.57 1,579.05 382.63 -7.88 0.00 -176.1 0.00 176.11 1,531.48 366.81 -7.41 0.00 -158.8 0.00 158.78 1,510.06 359.85 -7.40 0.00 -151.0 0.00 151.00 1,521.30 363.49 -7.38 0.00 -138.0 0.00 138.05 1,504.17 357.95 -7.36 0.00 -101.1 0.00 101.13 1,448.32 342.12 -4.71 0.00 -91.6 0.00 91.56 1,430.90 338.01 -4.68 0.00 -74.1 0.00 74.13 1,381.33 326.30 -4.51 0.00 -55.4 0.00 55.39 1,327.74 313.64 -4.49 0.00 -50.9 0.00 50.88 1,314.34 310.47 -2.53 0.00 -29.3 0.00 29.31 1,250.03 295.28 -2.51 0.00 -28.8 0.00 28.80 1,247.35 294.65 -2.49 0.00 -16.2 0.00 16.24 1,180.36 278.82 -2.10 0.00 -14.8 0.00 14.75 1,172.32 276.93 -1.54 0.00 -7.6 0.00 7.61 1,126.77 266.17 -1.54 0.00 -6.1 0.00 6.06 1,113.37 263.00 -1.38 0.00 -4.5 0.00 4.53 1,099.97 259.84 -0.69 0.00 -1.8 0.00 1.78 1,073.18 253.51 -0.68 0.00 -0.4 0.00 0.39 1,046.38 247.18 CITY OF SANTA ANA CODE: P1hNA l4�il�-9?R+BL ilding Agency PROJECT: 14907502 C3 01 Approved FOR PERMIT ISSUANCE 17 Iterations Master ILA: Phi pite: Total Tn Mn Deflect Rotation ft-kips -ki s in de Ratio 1,113.23 1,021.46 0 0 0.298 1,029.82 955.93 0.08 -0.15 0.277 949.66 891.64 0.31 -0.29 0.252 872.75 828.69 0.69 -0.42 0.222 839.93 801.45 0.9 -0.48 0.207 857.01 815.65 1.01 -0.51 0.194 831.09 794.07 1.21 -0.55 0.183 759.24 730.45 1.84 -0.65 0.148 741.10 712.90 2.02 -0.68 0.135 690.64 664.12 2.57 -0.74 0.118 638.10 613.33 3.21 -0.79 0.097 625.29 600.94 3.38 -0.81 0.091 565.61 543.27 4.22 -0.86 0.059 563.18 540.92 4.25 -0.86 0.058 504.33 484.06 5.17 -0.89 0.038 497.48 477.45 5.28 -0.89 0.035 459.58 440.85 5.93 -0.91 0.020 448.72 430.36 6.12 -0.91 0.016 437.98 420.00 6.31 -0.91 0.013 416.91 399.65 6.69 -0.92 0.005 396.35 379.81 7.08 -0.92 0.001 - 2022 byATC LLC. All rights reserved. Page 6 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS CITY OF SANTA ANA CODE: P1hNPil 14-9?"uiIding Agency PROJECT: 14907502 C3 01 Approved EQUIVALENT LATERAL FORCES METHOD ANALYSIS R PERMIT ISSUANCE (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period (Ss): 1.303 Spectral Response Acceleration at 1.0 Second Period (S,): 0.468 Master ID: Long -Period Transition Period (TL - Seconds): 8 Date: Importance Factor (la): 1.00o Site Coefficient Fa; 1.200 Site Coefficient F,: 1.832 Response Modification Coefficient (R): 1.500 Design Spectral Response Acceleration at Short Period (Sds): 1.042 Design Spectral Response Acceleration at 1.0 Second Period (Sdj): 0.572 Seismic Response Coefficient (CS): 0.382 Upper Limit Cs: 0.382 Lower Limit Cs: 0.046 Period based on Rayleigh Method (sec): 1.000 Redundancy Factor (p): 1.000 Seismic Force Distribution Exponent (k): 1.250 Total Unfactored Dead Load: 15.610 k Seismic Base Shear (E): 5.970 k SEISMIC FORCES 1.21) + 1.OEv + 1.OEh Seismic Height Above Base Weight W, Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) Cvx (Ib) (lb) 20 54 97 14 0.010 61 137 19 52 100 14 0.010 59 140 18 50.5 51 7 0.005 29 71 17 49.5 51 7 0.005 29 72 16 47.3 195 24 0.017 103 274 15 45.3 35 4 0.003 18 49 14 42.5 301 32 0.023 140 424 13 39.9 12 1 0.001 5 17 12 37A 304 28 0.020 120 428 11 34.5 65 5 0.004 23 92 10 32 266 20 0.014 87 375 9 28.15 255 16 0.012 71 359 8 25.65 92 5 0.004 23 129 7 22.5 362 18 0.013 76 510 6 19.125 130 5 0.004 22 184 5 17.725 152 6 0.004 24 214 4 16.1 323 10 0.008 45 455 3 12.5 386 9 0.006 39 544 2 7.5 402 5 0.004 21 566 1 2.5 417 1 0.001 6 587 Additional (8) fill 4 Ft Branches 55 240 36 0.026 154 338 4 Ft Branches 55 480 71 0.052 307 676 4 Ft Branches 34 90 7 0.005 32 127 Unused Reserve (18145.14 sqin) 53 1,427 203 0.146 872 2,010 Antenna Branches 51 72 10 0.007 42 101 Ericsson Radio 8843 49 255 33 0.024 141 359 Ericsson Radio 4449 49 255 33 0.024 141 359 Raycap RCMDC-6627-PF-48 49 64 8 0.006 35 90 Ericsson AIR 6419 B77D 49 189 24 0.018 105 267 Generic Round T-Arm 49 1,350 174 0.125 748 1,901 Commscope NHH-65C-R2B 49 310 40 0.029 172 436 Additional (4) fill 8 Ft Branches 45.6 168 20 0.014 85 237 8 Ft Branches 45.6 252 30 0.021 128 355 8 Ft Branches 26.3 1,512 90 0.065 385 2,130 Additional (15) fill 6 Ft Branches 39.8 525 52 0.038 224 739 Existing (20) 6 Ft Branches 39.8 700 70 0.050 299 986 6 Ft Branches 39.8 1,155 115 0.083 494 1,627 Additional (3) fill 4 Ft Branches 34 90 7 0.005 32 127 ©2007 - 2022 byATC LLC. All rights reserved. Page 7 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 CITY OF SANTA ANA ASSET: 413975, CALVARY CHAPEL CA CODE: P16N 114-94L"Llilding Agency CUSTOMER: VERIZON WIRELESS PROJECT: 14907502 C3 01 SEISMIC FORCES Approved 1.21)+1.OEv+1.OEh Seismic FQR P� MIT IS� JA�VCE Height Above Base Weight W, onzonta orce a ical orce Segment ft(lb) (lb-ft) C(lb) (lb) Additional (20) fill 8 Ft Branches 26.3 842 50 0.033 214 1,185 Existing (25) 8 Ft Branches 26.3 1,052 62 0.043 Master ID: 268 1,482 Additional (4) fill 10 Ft Branches 17.2 180 6 0.00 27 254 Date' 10 Ft Branches 17.2 405 14 0.01 61 570 Totals: 15,609 1,388 1.00 SEISMIC FORCES 0.91) - 1.OEv + 1.OEh Seismic (Reduced DL) Height Above Base Weight W, Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) C,,, (lb) (lb) 20 54 97 14 0.010 61 67 19 52 100 14 0.010 59 69 18 50.5 51 7 0.005 29 35 17 49.5 51 7 0.005 29 35 16 47.3 195 24 0.017 103 135 15 45.3 35 4 0.003 18 24 14 42.5 301 32 0.023 140 208 13 39.9 12 1 0.001 5 9 12 37.4 304 28 0.020 120 210 11 34.5 65 5 0.004 23 45 10 32 266 20 0.014 87 184 9 28.15 255 16 0.012 71 176 8 25.65 92 5 0.004 23 63 7 22.5 362 18 0.013 76 250 6 19,125 130 5 0.004 22 90 5 17,725 152 6 0.004 24 105 4 16.1 323 10 0.008 45 223 3 12.5 386 9 0.006 39 267 2 7.5 402 5 0.004 21 278 1 2.5 417 1 0.001 6 288 Additional (8) fill 4 Ft Branches 55 240 36 0.026 154 166 4 Ft Branches 55 480 71 0.052 307 332 4 Ft Branches 34 90 7 0.005 32 62 Unused Reserve (18145.14 sqin) 53 1,427 203 0.146 872 987 Antenna Branches 51 72 10 0.007 42 50 Ericsson Radio 8843 49 255 33 0.024 141 176 Ericsson Radio 4449 49 255 33 0.024 141 176 Raycap RCMDC-6627-PF-48 49 64 8 0.006 35 44 Ericsson AIR 6419 B77D 49 189 24 0.018 105 131 Generic Round T-Arm 49 1,350 174 0.125 748 934 Commscope NHH-65C-R2B 49 310 40 0.029 172 214 Additional (4) fill 8 Ft Branches 45.6 168 20 0.014 85 116 8 Ft Branches 45.6 252 30 0.021 128 174 8 Ft Branches 26.3 1,512 90 0.065 385 1,046 Additional (15) fill 6 Ft Branches 39.8 525 52 0.038 224 363 Existing (20) 6 Ft Branches 39.8 700 70 0.050 299 484 6 Ft Branches 39.8 1,155 115 0.083 494 799 Additional (3) fill 4 Ft Branches 34 90 7 0.005 32 62 Additional (20) fill 8 Ft Branches 26.3 842 50 0.036 214 582 Existing (25) 8 Ft Branches 26.3 1,052 62 0.045 268 727 Additional (4) fill 10 Ft Branches 17.2 180 6 0.004 27 124 10 Ft Branches 17.2 405 14 0.010 61 280 Totals: 15,609 1,388 1.000 5,965 10,794 1.21) + 1.OEv + 1.OEh Seismic CALCULATED FORCES Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Seg Elev FY (-) FX (-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -21.39 -5.98 0.00-256.41 0.00 256.41 1,669.61 414.28 1,113 1,021.46 0.00 0.00 0.26 ©2007 - 2022 byATC LLC. All rights reserved. Page 8 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 CITY OF SANTA ANA ASSET: 413975, CALVARY CHAPEL CA CODE: PMfa4�if l4-94L"uilding Agency CUSTOMER: VERIZON WIRELESS PROJECT: 14907502 C3 01 CALCULATED FORCES Approved Pu Vu Tu Mu Mu Resultant Phi Phi Phi PnR �tRMIT I SUANCE Seg Elev FY (-) FX (-) MY MZ Mx Moment Pn Vn Tin n Deflect Roia ion ft (kips) (kips) ft-kips)fr-kips)ft-kips)ft-kips)(kips) (kips) (kips) (kips) in de Ratio 5.00 -20.81 -6.01 0.00 -226.49 0.00 226.49 1,625.09 398.46 1,030 D55.93 0.07 -0.13 0.25 10.00 -20.25 -6.01 0.00 -196.44 0.00 196.44 1,579.05 382.63 950 WSter 1 9,28 -0.26 0.23 15.00 -19.79 -6.00 0.00 -166.38 0.00 166.38 1,531.48 366.81 873 328.69 U0.61 -0.38 0.21 17.20 -18.75 -5.89 0.00 -153.19 0.00 153.19 1,510.06 359.85 840 l .q;e: 0.80 -0.44 0.20 18.25 -18.56 -5.88 0.00 -147.00 0.00 147.00 1,521.30 363.49 857 15.65 0.90 -0.46 0.19 20.00 -18.05 -5.82 0.00 -136.72 0.00 136.72 1,504.17 357.95 831 794.07 1.08 -0.50 0.18 25.00 -17.91 -5.82 0.00 -107.61 0.00 107.61 1,448.32 342.12 759 730.45 1.67 -0.61 0.16 26.30 -12.76 -4.83 0.00 -100.05 0.00 100.05 1,430.90 338.01 741 712.90 1.84 -0.63 0.15 30.00 -12.38 -4.76 0.00 -82.17 0.00 82.17 1,381.33 326.30 691 664.12 2.35 -0.70 0.13 34.00 -12.03 -4.67 0.00 -63.14 0.00 63.14 1,327.74 313.64 638 613.33 2.97 -0.76 0.11 35.00 -11.60 -4.56 0.00 -58.47 0.00 58.47 1,314.34 310.47 625 600.94 3.13 -0.78 0.11 39.80 -8.25 -3.49 0.00 -36.61 0.00 36.61 1,250.03 295.28 566 543.27 3.95 -0.84 0.07 40.00 -7.82 -3.35 0.00 -35.91 0.00 35.91 1,247.35 294.65 563 540.92 3.98 -0.84 0.07 45.00 -7.77 -3.33 0.00 -19.18 0.00 19.18 1,180.36 278.82 504 484.06 4.88 -0.88 0.05 45.60 -6.91 -3.00 0.00 -17.18 0.00 17.18 1,172.32 276.93 497 477.45 5.00 -0.88 0.04 49.00 -3.45 -1.58 0.00 -6.97 0.00 6.97 1,126.77 266.17 460 440.85 5.63 -0.90 0.02 50.00 -3.38 -1.55 0.00 -5.39 0.00 5.39 1,113.37 263.00 449 430.36 5.82 -0.90 0.02 51.00 -3.14 -1.44 0.00 -3.84 0.00 3.84 1,099.97 259.84 438 420.00 6.01 -0.90 0.01 53.00 -1.01 -0.48 0.00 -0.95 0.00 0.95 1,073.18 253.51 417 399.65 6.39 -0.91 0.00 55.00 0.00 -0.46 0.00 0.00 0.00 0.00 1,046.38 247.18 396 379.81 6.77 -0.91 0.00 0.9D - 1.OEv + 1.OEh 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 Tin (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg) Ratio 0.00 -10.50 -5.97 0.00 -253.12 0.00 253.12 1,669.61 414.28 1,113 1,021.46 0.00 0.00 0.25 5.00 -10.21 -5.97 0.00 -223.26 0.00 223.26 1,625.09 398.46 1,030 955.93 0.07 -0.13 0.24 10.00 -9.93 -5.95 0.00 -193.40 0.00 193.40 1,579.05 382.63 950 891.64 0.27 -0.25 0.22 15.00 -9.70 -5.92 0.00 -163.63 0.00 163.63 1,531.48 366.81 873 828.69 0.61 -0.38 0.20 17.20 -9.18 -5.81 0.00 -150.60 0.00 150.60 1,510.06 359.85 840 801.45 0.79 -0.43 0.19 18.25 -9.09 -5.80 0.00 -144.49 0.00 144.49 1,521.30 363.49 857 815.65 0.89 -0.46 0.18 20.00 -8.83 -5.73 0.00 -134.35 0.00 134.35 1,504.17 357.95 831 794.07 1.07 -0.50 0.18 25.00 -8.76 -5.72 0.00 -105.70 0.00 105.70 1,448.32 342.12 759 730.45 1.64 -0.60 0.15 26.30 -6.24 -4.76 0.00 -98.27 0.00 98.27 1,430.90 338.01 741 712.90 1.81 -0.62 0.14 30.00 -6.05 -4.67 0.00 -80.67 0.00 80.67 1,381.33 326.30 691 664.12 2.32 -0.69 0.13 34.00 -5.88 -4.59 0.00 -61.98 0.00 61.98 1,327.74 313.64 638 613.33 2.92 -0.75 0.11 35.00 -5.67 -4.47 0.00 -57.39 0.00 57.39 1,314.34 310.47 625 600.94 3.08 -0.77 0.10 39.80 -4.02 -3.43 0.00 -35.94 0.00 35.94 1,250.03 295.28 566 543.27 3.88 -0.82 0.07 40.00 -3.82 -3.29 0.00 -35.25 0.00 35.25 1,247.35 294.65 563 540.92 3.92 -0.83 0.07 45.00 -3.79 -3.27 0.00 -18.82 0.00 18.82 1,180.36 278.82 504 484.06 4.81 -0.87 0.04 45.60 -3.37 -2.95 0.00 -16.86 0.00 16.86 1,172.32 276.93 497 477.45 4.92 -0.87 0.04 49.00 -1.68 -1.55 0.00 -6.84 0.00 6.84 1,126.77 266.17 460 440.85 5.54 -0.88 0.02 50.00 -1.65 -1.52 0.00 -5.29 0.00 5.29 1,113.37 263.00 449 430.36 5.73 -0.89 0.01 51.00 -1.53 -1.42 0.00 -3.77 0.00 3.77 1,099.97 259.84 438 420.00 5.91 -0.89 0.01 53.00 -0.49 -0.47 0.00 -0.94 0.00 0.94 1,073.18 253.51 417 399.65 6.29 -0.89 0.00 55.00 0.00 -0.46 0.00 0.00 0.00 0.00 1,046.38 247.18 396 379.81 6.66 -0.89 0.00 ©2007 - 2022 byATC LLC. All rights reserved. Page 9 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS Load Case 1.21D + 1.OW 0.91D + 1.OW 1.21D + 1.ODi + 1.OWi 1.21D + 1.OEv + 1.OEh 0.91D - 1.OEv + 1.OEh 1.01D + 1.OW CITY OF SANTA ANA CODE: P1hNPi4�ir 14-9?"uiIding Agency PROJECT: 14907502 C3 01 Approved ANALYSIS SUMMARY TOR PERMIT ISSUANCE Base Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Master ID: (kips) (kips) (kips) ft-kips)ft-kips)ft-kips) a e: 22.22 0.00 18.65 0.00 0.00 828.45 22.20 0.00 13.96 0.00 0.00 824.19 2.30 0.00 17.55 0.00 0.00 84.94 5.98 0.00 21.39 0.00 0.00 256.41 5.97 0.00 10.50 0.00 0.00 253.12 7.93 0.00 15.60 0.00 0.00 294.76 Elev Interaction (ft) Ratio 0.00 0.83 0.00 0.09 0.00 0.26 0.00 0.25 0.00 0.3 ©2007 - 2022 byATC LLC. All rights reserved. Page 10 of 10 Model ID: 92722 Scenario ID: 335715 10/3/2024 9:10:24 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS CITY OF SANTA ANA CODE: PIbWffl@-WRdiBuilcling Agency PROJECT: 14907502 EI Moment (k-ft) APPLIED REACTIONS Axial (k) 828.45 18.65 22.22 Date: PLATE PARAMETERS (ID# 30098) Width: 43 in Shape: Round Thickness: 2 in --- - Grade: A572-60 Yield Strength: 60 ksi Tensile Strength: 75 ksi • • Rod Detail Type: d Clear Distance 3.625 in Base Weld Size: 0.125 in Orientation Offset: ° Analysis Type: Plastic Neutral Axis: 150 ° ANCHOR ROD PARAMETERS Diameter Circle Fy F Spacing Offset Class Arrangement Quantity (in) (in) Grade (ksi) (ksi) (in) (°) Original Radial 6 2.25 37 A615-75 75 100 [ID#308851 COMPONENT PROPERTIES Component ID Gross Area Net Area Individual Inertia Moment of Inertia Threads/in (in) (in) (in) (in ) Pale 30"o x 0.25" (18 Sides) 23.2472 - - 2572.38 - Bolt Group Original (6) 2.25"o 3.9761 3.2477 0.8393 2883.24 4.5 REACTION DISTRIBUTION Component ID Moment Axial Load Shear Moment Factor M� (k-ft) P� (k) V� (k) Pale 30"o x 0.25" (18 Sides) 828.4 18.65 22.22 1.000 Bolt Group Original (6) 2.25"o 828.4 - 22.22 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat -to -Flat Diameter: 30.12 in Flat Width: 5.312 in Neutral Axis: 150 ° Point -to -Point Diameter: 30.59 in Flat Radians: 0.349 rad Bend Line Limits: 3.379 to 4.998 rad Orientation Offset: - ° Chord Length Additional Length Section Modulus Applied Moment Moment Capacity Flexure Result Bend Line (in) (in) (in3) M. (k-in) OM, (k-in) M OMn Flats 26.904 0.00 26.904 415.6 1452.8 28.6% 0 Corners 26.375 0.00 26.375 370.2 1424.2 26.0% Q Circumferential 39.332 0.00 39.332 370.2 2123.9 17.4% O PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter Applied Axial Load Applied Shear Load Compressive Capacity Interaction Result (in) P (k) V" (k) OP" (k) Original 6 2.25 150.8 4.8 243.6 65.9% 9 Task ID: 584449 Page 1 of 1 10/3/2024 9:11:02 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS CITY OF SANTA ANA CODE: Pla R4Aa -Building Agency PROJECT 14907502 EI Moment (k-ft) GLOBAL REACTIONS Axial (k) 828.45 18.65 FOUNDATION PARAMETERS Pier Diameter: D 5.50 ft Pier Embedment Depth: L-h 18.5 ft Pier Height above Grade: h 0.50 ft Concrete Compressive Strength: 4,500 psi Vertical Rebar: (12) #10 bars [60 ksi] Tie Rebar: S #5 bars @ 12.0" c/c [40 ksi] Rebar Clear Cover: 4.00 in SOIL PARAMETERS Water Table Depth [BGL]: GW ft Ultimate Skin Ultimate Net Layer Depth (ft) Unit Weight Cohesion Friction Angle Friction Bearing Top Bottom pcf psf psf psf 0 4 105 0 0 0 0 4 15 113 0 30 1,447 0 15 20 119 0 33 5,787 7,997 Shear (k) 22.22 Date: GW SOIL STRENGTH ANALYSIS Volume of Concrete Buoyant Weight of Concrete Skin Friction Resistance Inflection Point [BGL] (ft3) (k) (k) (ft) 451.41 67.71 625.00 13.24 SOIL MOMENT ANALYSIS Total Lateral Resistance Moment at Inflection Point, M. Additional Resistance Nominal Moment Capacity, OM Soil Moment Usage, (k) (k-ft) (k-ft) (k-ft) K / q)Mn 759.58 1,133.70 0.00 1,867.01 60.7% O SOIL COMPRESSION ANALYSIS Compressive Bearing Compressive Force, P. Additional Resistance Nominal Compressive Capacity, Soil Compressive Usage, Resistance (k) (k) CPPn Pu / OPT (k) (k) 190.00 38.48 0.00 611.25 6.3% Task ID: 584449 Page 1 of 2 10/3/2024 9:11:17 ASSET: 413975, CALVARY CHAPEL CA CUSTOMER: VERIZON WIRELESS CITY OF SANTA ANA CODE: Plali-Building Agency PROJECT 14907502 Approved MIM i EINFORCING STEEL STRENGTH ANALYSIS =013 PERMIT ISSUANCE Rebar Cage Diameter Steel Elastic Modulus, E Strength Bending/Tension Strength Shear Reduction Strength Compression Reduction (in) (ksi) Reduction Factor, Ob Factor, 0 Factor, 0, 55.48 29,000 0.9 PIER REINFORCING MOMENT ANALYSIS 0.75 Master ID: 0.65 Date: Design Moment, M. Nominal Moment Capacity, mbMn Bending Reinforcement Ratio Pier Rebar Flexure Usage, (k-ft) (k-ft) Mj0bMn 843.15 1,864.83 0.00 45.2% O PIER REINFORCING COMPRESSION ANALYSIS Buoyant Weight of Concrete Design Compression, P. Nominal Compressive Capacity, (PpPn Pier Rebar Compressive Usage, (k) (k) (k) Pu / CDpPn 67.71 38.48 7,249.93 0.5% O PIER REINFORCING SHEAR ANALYSIS Design Shear, V. Nominal Shear Capacity, 0vVn Pier Rebar Shear Usage, (k) (k) Vu / (PvVn 121.85 427.03 28.5% O Task ID: 584449 Page 2 of 2 10/3/2024 9:11:17