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Home My WebLink About2210 3%4 N Grand Ave Unit# WCC01 - REV 1 - PlanBldg# 101118404 APPROVALS: PLNG - PRaj BLDG - JLo 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 GENERAL NOTES T-2 Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS T-2 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 1WATER-PROOFING, PENETRATION AND GENERAL NOTES 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 ABBREVIATIONS, SPECIFICATIONS & SYMBOLS Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS T-3 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 PAINTING SPECIFICATIONSABBREVIATIONS AND SYMBOLS ABBREVIATIONS PAINTING SCOPE 12 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 GENERAL STRUCTURAL NOTES Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS T-4 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 OVERALL SITE PLAN Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS A-1 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 1OVERALL SITE PLAN N N O R T H G R A N D A V E . CLA L L E Y 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 ENLARGED SITE PLAN Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS A-1.1 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 1ENLARGED SITE PLAN N A L L E Y 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 EXISTING AND NEW EQUIPMENT LAYOUT PLANS Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS A-2 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 (E) EQUIPMENT LAYOUT PLAN N (N) EQUIPMENT LAYOUT PLAN 21 N 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 EXISTING ANTENNA LAYOUT PLAN AND ANTENNA SCHEDULE Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS A-3 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 (E) ANTENNA LAYOUT PLAN 1 N 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 NEW ANTENNA LAYOUT PLAN AND ANTENNA SCHEDULE Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS A-4 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 (N) ANTENNA LAYOUT PLAN 1 N 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS A-5 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 EXIST. AND NEW WEST ELEVATIONS 1(E) WEST ELEVATION 2(N) WEST ELEVATION 22 · · 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS A-6 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 EXIST. AND NEW NORTH ELEVATIONS 1(E) NORTH ELEVATION 2(N) NORTH ELEVATION 22 · · 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS A-7 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 EXIST. AND NEW SOUTH ELEVATIONS 1(E) SOUTH ELEVATION 2(N) SOUTH ELEVATION 22 · · 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 D-1 DETAILS AND SPECIFICATIONS Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS D-1 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 39 8 ANTENNA MOUNTING HARDWARE ANTENNA MOUNTING DETAIL AIR6449 B41 ANTENNA SPECIFICATION FRONTSIDE PLAN VIEW 4 1 2 AIR6449 B41AIR6449 B41 (MASSIVE MIMO) RADIO 4460 B25+B66 PRODUCT DESCRIPTION 7RRU STACK MOUNT DETAIL10 RADIO 4449 B71+B85A PRODUCT DESCRIPTION FRONTSIDE PLAN APXVAARR24_43-U-NA20 QUAD BAND (8 PORT) ANTENNA APXVAARR24_43-U-NA20 ANTENNA SPECIFICATION 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 PSU 4813 VOLTAGE BOOSTER ANCHORAGE DETAILS AND SPECIFICATIONS Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS D-2 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 HCS 6x24 4AWG CABLE SPECS 1 2 3 4 1 2 3 4 2E6160 AND B160 BASE FRAME DETAIL · · · · · · · · · · · · · · ERI C S S O N BASEBAND 6648 SPECIFICATIONS MAX 8A-48V A B A B C D TN/DL A B C D E F G H J K L M TN E SYNC ALARM SS LMT Ba s e b a n d 6 6 4 8 3 NOT IN USE NOT IN USE DESIGN CRITERIA · · · · · · · · · · · · · · · · 1 8 7 6 5 4 3 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 D-3 DETAIL AND SPECIFICATION Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS D-3 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 ERICSSON B160 BATTERY CABINET DETAILS PLAN VIEW ISOMETRIC VIEWFRONT VIEW FRONT VIEW (OPEN) REAR VIEW LEFT VIEW RIGHT VIEW INSTALLATION HOLE PATTERN · · 2 ERICSSON 6160 SUPPORT CABINET DETAILS INSTALLATION HOLE PATTERN PLAN VIEW ISOMETRIC VIEWFRONT VIEW FRONT VIEW (OPEN) REAR VIEW LEFT VIEW RIGHT VIEW · · 1 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 EXISTING/DEMOLITION AND PROPOSED ONE-LINE DIAGRAMS 21 FROM (E) POWER SOURCE M (E) NORMAL 2P/200A 120/240V, 1Ø, 3W, 200A, 65 KAIC (E)(E) 2P 200A (E) METER PEDESTAL, 120/240V, 1Ø, 200A, 42 KAIC TO REMAIN (E) E6160 (N) EQUIP. CABINET (E) GENERATOR RECEPTACLE (OPTIONAL) TO (E) LOADS EMERGENCY 2P/200A (E) POWER PANEL 'A' LOCATED AT LEASE AREA (N) (2) 2"C (APPROX 1') (NOTE) B160 (N) EQUIP. CABINET (E) SINGLE LINE DIAGRAM (N) SINGLE LINE DIAGRAM MECHANICAL INTERLOCK NOTES: 1.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT ADOPTED NATIONAL ELECTRIC CODES AND ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC. 2.ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL, INTERIOR CONDUIT SHALL BE EMT UNLESS OTHERWISE INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS. 3.CONDUITS INSTALLED AT BTS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 4.LABEL ALL T-MOBILE CONDUITS EVERY 20' THROUGH THE BUILDING AND ON THE ROOF, "T-MOBILE" USING STENCILS AND SPRAY PAINT. THIS APPLIES TO EXISTING T-MOBILE CONDUITS AS WELL. FROM (E) POWER SOURCE M (E) NORMAL 2P/200A 120/240V, 1Ø, 3W, 200A, 65 KAIC (E)(E) 2P 200A 2P 150A (E) GENERATOR RECEPTACLE (OPTIONAL) TO (E) LOADS (N) EMERGENCY 2P/200A (E) POWER PANEL 'A' LOCATED AT LEASE AREA EXISTING PPC (SEE DETAIL 2/E-2 FOR PANEL SCHEDULE) WITH TWO 200A MECHANICALLY INTERLOCKED CIRCUIT BREAKERS THAT ACT AS A MANUAL TRANSFER SWITCH, BREAK BEFORE MAKE. NEMA 3R ENCLOSURE MECHANICAL INTERLOCK RBS 6131 TO REMAIN (E) EQUIP. CABINET EXISTING PPC (SEE DETAIL 1/E-2 FOR PANEL SCHEDULE) WITH TWO 200A MECHANICALLY INTERLOCKED CIRCUIT BREAKERS THAT ACT AS A MANUAL TRANSFER SWITCH, BREAK BEFORE MAKE. NEMA 3R ENCLOSURE (N) 2"C (APPROX 4') (NOTE) (E)1-1/2" C W/ (3) #2 & (1) #8 GND TO REMAIN 2P 100A (E) (E)1-1/2" C W/ (3) #2 & (1) #8 GND TO REMAIN (N) 1-1/2" C W/ (3) #1/0 & (1) #6 GND Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION E-1 3 SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 12/15/22 2P 100A (E) RBS 6131 TO REMAIN (E) EQUIP. CABINET (E) METER PEDESTAL, 120/240V, 1Ø, 200A, 42 KAIC TO REMAIN (E) (E)CONDUIT & CONDUCTORS TO REMAIN (E)CONDUIT & CONDUCTORS TO REMAIN (E)CONDUIT & CONDUCTORS TO REMAIN (E)CONDUIT & CONDUCTORS TO REMAIN 2P 50A (E) RBS 2106 TO REMAIN (E) EQUIP. CABINET (E)1" C W/ (3) #6 & (1) #10 GND TO REMAIN RBS 2106 TO REMAIN 2P 50A (E) (E)1" C W/ (3) #6 & (1) #10 GND TO REMAIN (E) EQUIP. CABINET 2P 50A (E) RBS 2102 TO REMAIN (E) EQUIP. CABINET (E)1" C W/ (3) #6 & (1) #10 GND TO BE REMOVED 12/29/2022 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 PANEL SCHEDULES 1 2 (E) PANEL 'A' SCHEDULE REVISED PANEL SCHEDULE EXISTING PANEL SCHEDULE NOTES: 1.VERIFY PRIOR TO DISCONNECTING POWER SUPPLY AND REMOVING EQUIPMENT. (N) PANEL 'A' SCHEDULE Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION E-2 3 SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 12/15/22 NOTES: 1.INSTALL (N) CB 2P/150A @ SPACE #11-13-15-17 TO PROVIDE POWER TO (N) LOAD. CIRCUIT BREAKER TAKES 4 SLOTS DUE TO WIRING SIZE. 2.(N) CB SHOULD BE SAME TYPE AND SAME A.I.C. RATING W/ (E) CBs. 12/29/2022 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 ELECTRICAL NOTES Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION E-3 3 SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 12/15/22 GENERAL ELECTRICAL NOTES & BASIC ELECTRICAL REQUIREMENTS 1.THE DRAWINGS ARE PROVIDED TO DEPICT DESIGN INTENT AND ARE NOT TO BE CONSIDERED INSTALLATION DRAWINGS. NOT ALL COMPONENTS OR CONNECTIONS ARE SHOWN. EQUIPMENT PART NUMBERS ARE SHOWN TO PROVIDE PERFORMANCE CRITERIA AND LEVEL OF PRODUCT STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING FINAL CONDUIT ROUTING, INSTALLATION OF ALL ELECTRICAL EQUIPMENT, COMPONENTS AND MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION MEANS AND METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING, ENERGIZING AND TESTING OF ALL ELECTRICAL COMPONENTS PER THE MANUFACTURER'S INSTRUCTIONS. 2.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE ADVANTAGE ENGINEERS PROJECT MANAGER OR CONSTRUCTION MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 3.CONTRACTOR SHALL PERFORM ALL VERIFICATION, OBSERVATION, TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE DESIGN PROFESSIONAL LISTING ANY AND ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4.THE CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONAL, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 5.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL OF ANY UNFORESEEN SITE CONDITIONS THAT MAY IMPACT THE DESIGN. 6.THE CONTRACTOR IS IN NO WAY PERMITTED TO MODIFY OR CHANGE THE DESIGN WITHOUT THE EXPRESS, WRITTEN CONSENT OF THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR MAKE MODIFICATIONS TO THE DESIGN WITHOUT THE CONSENT OF THE DESIGN PROFESSIONAL, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY AND LIABILITY FOR SUCH CHANGES. 7.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES, THE AUTHORITY HAVING JURISDICTIONS OR OTHER PUBLIC AUTHORITIES. 8.ALL ELECTRICAL WORK SHALL CONFORM TO THE CURRENTLY ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR LOCAL MUNICIPAL AUTHORITIES. 10.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AS INDICATED IN THE CONSTRUCTION DOCUMENTS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF THE WORK SITE AND REMOVING ALL TRASH AND DEBRIS ON A DAILY BASIS. 13.THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. 15.ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES (U.L.) AND SHALL BEAR THE INSPECTION LABEL “J” WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION AND SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NFPA, IBC, IMC, IECC, IEC, NEC, IEEE, ASTM, NEMA, U.L. AND NBFU. 16.LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. 17.THE CONDUIT RUNS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 18.ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING EQUAL TO OR GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED; 22,000 AIC MINIMUM FOR MAINS AND 10,000 AIC MINIMUM FOR BRANCH DEVICES. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT. 19.ALL NEW INSTALLED ELECTRICAL EQUIPMENT SHALL BE FURNISHED WITH ARC FLASH HAZARD LABELS AS REQUIRED BY THE NEC. 20.ALL ELECTRICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO: DISCONNECT SWITCHES, TRANSFORMERS, PANELBOARDS, POWER PROTECTION CABINET (PPC), AUTOMATIC TRANSFER SWITCH (ATS), MANUAL TRANSFER SWITCH (MTS), POWER TRANSFER LOAD CENTER (PTLC), ETC., SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. LABELS SHALL INDICATE EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 21.THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, INCLUDING MANUFACTURER'S AND PART NUMBERS FOR PANELBOARDS, TRANSFORMERS, POWER PROTECTION CABINETS (PPC) AND DISCONNECTS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS-BUILT DRAWINGS SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL AT THE COMPLETION OF THE PROJECT. 22.UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE DEBRIS, CRATING AND CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 23.THE CONTRACTOR SHALL NOTIFY THE BUILDING OWNER FIVE (5) BUSINESS DAYS PRIOR TO ANY PLANNED POWER OR OTHER SERVICE OUTAGE. THE OWNER SHALL RESERVE THE RIGHT TO REFUSE SUCH OUTAGE AND HAVE IT RESCHEDULED. 24.ANY CODE VIOLATIONS DUE TO THE CONTRACTOR'S WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ELECTRICAL SPECIFICATIONS: ELECTRICAL MATERIALS AND EQUIPMENT CONDUIT 1.RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND WHERE INDICATED ON THE DRAWINGS, FOR UNDERGROUND RUNS. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW-C-581 AND SHALL BE LISTED WITH THE UNDERWRITER'S LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTED. 2.UNDERGROUND CONDUIT SHALL BE POLYVINYLCHLORIDE SCHEDULE 40 (PVC). SCHEDULE 40 PVC SHALL NOT BE PERMITTED ABOVE GRADE. WHERE CONDUIT PASSES UNDER A ROAD OR DRIVE, IT SHALL BE SCHEDULE 80 PVC. SUITABLE FOR DIRECT BURIAL. JOINTS SHALL BE BELLED, AND FLUSH, SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED INTERIOR SPACES, CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, AND SHALL BE U.L. LISTED. FITTING SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS ARE NOT PERMITTED. 4.LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS ARE NOT PERMITTED. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED SIX (6) FEET, EXCEPT WHERE PERMITTED BY THE NEC. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRED BY THE NEC. 5.MINIMUM SIZE CONDUIT SHALL BE ¾ INCH. 6.PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY THE NEC. 7.PROVIDE VERTICAL CABLE SUPPORTS IN ALL VERTICAL CONDUITS WHERE SHOWN OR REQUIRED BY THE NEC. 8.PROVIDE EXPANSION FITTINGS IN CONDUIT WHERE SHOWN OR REQUIRED BY THE NEC. 9.ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12 INCH MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2 INCH OR LARGER. 10.THERE SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL) BETWEEN PULL BOXES, CONDUIT BODIES AND BOXES. CONTRACTOR SHALL FURNISH AND INSTALL ANY/ALL JUNCTION BOXES SIZED IN ACCORDANCE WITH THE NEC REQUIREMENTS AS REQUIRED FOR THE INSTALLATION. 11.ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUND BUSHINGS. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. 13.TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 14.ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATELY SIZED MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 15.INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 16.INSTALL 2” HIGHLY VISIBLE AND DETECTABLE TAPE 12” ABOVE ALL UNDERGROUND CONDUIT AND CONDUCTORS, OR AS INDICATED ON THE DRAWINGS. 17.CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO ENSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 18.PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION (WALLS AND FLOORS) SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL, FLOOR OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE U.L. APPROVED FOR THIS PURPOSE. 19.CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE ARE NOT PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, PARALLEL AND PERPENDICULAR TO THE STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 20.SPARE CONDUITS SHALL BE FURNISHED WITH PULL LINES AND CAPPED WITH FACTORY CAPS. CONDUCTORS 1.CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, OR TYPE XHHW, 600V OR XHHW-2, 600V. SIZE AS INDICATED. #12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR. 2.#10 AWG AND SMALLER CONDUCTORS SHALL BE SOLID AND #8 AWG AND LARGER CONDUCTORS SHALL BE STRANDED. 3.SOLDERLESS, COMPRESSION-TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4.ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, JUNCTION BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS. 5.5.CONTRACTOR SHALL PROVIDE STRAIN-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND AISG RET CABLES. CABLE STRAIN-RELIEF & CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. ZIP TIES OR VELCRO STRAPS ARE NOT PERMITTED. ELECTRICAL SPECIFICATIONS: ELECTRICAL MATERIALS AND EQUIPMENT, CONTINUED DISCONNECT SWITCHES 1.DISCONNECT SWITCHES SHALL BE HEAVY DUTY, FUSIBLE, DEAD FRONT, QUICK-MAKE, QUICK-BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, VOLTAGE, AMPERAGE AND NEMA RATING AS INDICATED. 2.INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. 3.PROVIDE A WHITE PHENOLIC SIGN WITH ¾” RED ENGRAVED LETTERING LABELING EACH SERVICE DISCONNECT AS “SERVICE DISCONNECT”. IF SOURCE IS HOUSE POWER, INCLUDE LOCATION AND LABEL OF PANEL FEEDING EQUIPMENT. HVAC DISCONNECTS SHALL BE LABELED “HVAC DISCONNECT” AND INCLUDE PANEL AND CIRCUIT NUMBER OF CIRCUIT SERVING THE HVAC EQUIPMENT. 4.ALL FUSIBLE DISCONNECTS SHALL BE FURNISHED WITH CLASS RK-1 FUSES, SIZED AS INDICATED. PANELBOARDS 1.RATED FOR USE AT 120/240V, SINGLE PHASE, THREE WIRE PLUS GROUND, OR 120/208V, SINGLE PHASE, THREE WIRE PLUS GROUND OR 120/208V, THREE PHASE, FOUR WIRE PLUS GROUND AS REQUIRED FOR THE INTENDED APPLICATION OR AS INDICATED ON THE DRAWINGS. 2.ALUMINUM OR COPPER BUS, RATED FOR 200 AMPERES OR AS INDICATED ON THE DRAWINGS, AND HAVE A SHORT CIRCUIT WITHSTAND RATING OF 22,000 AIC MINIMUM. 3.MAIN CIRCUIT BREAKER SHALL BE 200 AMPERES OR AS INDICATED ON THE DRAWINGS AND HAVE A SHORT CIRCUIT RATING OF 22,000 AIC MINIMUM. THE MAIN BREAKER SHALL NOT BE INSTALLED SO AS TO BACKFEED THE PANEL BUS. 4.PANEL SHALL HAVE A NUMBER OF BRANCH CIRCUITS AS INDICATED ON THE DRAWINGS. THE MAIN BREAKER SHALL NOT USE ANY OF THESE SPACES. 5.BRANCH CIRCUIT BREAKERS SHALL BE PLUG-IN OR BOLT-ON TYPE. 6.BRANCH CIRCUIT BREAKERS SHALL HAVE A MINIMUM RATING OF 10,000 AIC. 7.TANDEM BRANCH CIRCUIT BREAKERS ARE NOT PERMITTED. 8.PANEL ENCLOSURE SHALL BE NEMA 1 FOR INTERIOR APPLICATIONS OR NEMA 3R FOR EXTERIOR APPLICATIONS OR AS INDICATED ON THE DRAWINGS. 9.DO NOT INSTALL PANEL UPSIDE DOWN. 10.WHERE A PANELBOARD IS INSTALLED, AN EXTERNAL SURGE PROTECTION DEVICE MUST ALSO BE INSTALLED ADJACENT AND CONNECTED TO THE PANELBOARD. 11.QUALITY PRODUCT CIRCUIT BREAKERS ARE NOT PERMITTED. 12.UNUSED BRANCH CIRCUIT SPACES SHALL HAVE PANEL MANUFACTURER'S BLANK SPACE INSERTS INSTALLED. 13.ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN, NOT HANDWRITTEN. 14.PANEL DIRECTORIES SHALL BE UPDATED TO ACCURATELY REFLECT THE FINAL CIRCUITING. 15.ALL UNUSED CIRCUIT BREAKERS SHALL BE SWITCHED OFF AND LABELED “SPARE”. EXTERNALLY MOUNTED SURGE PROTECTION DEVICES 1.RATED FOR THE INTENDED APPLICATION AND AS INDICATED ON THE DRAWINGS: 120/240V, SINGLE PHASE, OR 120/208V, SINGLE PHASE, OR 120/208V, THREE PHASE, OR 480/277V, SINGLE PHASE OR 480/277V, THREE PHASE. 2.RATED FOR 100KA PEAK SURGE CURRENT PER PHASE. 3.INDICATOR LEDS FOR NORMAL AND FAULT CONDITION FOR EACH PHASE. 4.U.L. LISTED 1449 5.ENCLOSURE SHALL BE: INTERIOR APPLICATIONS, NEMA 1. EXTERIOR APPLICATIONS: NEMA 3R OR NEMA 4 OR NEMA 4X STAINLESS STEEL. POWER PROTECTION CABINET (PPC) 1.RATED FOR USE AT 120/240V, SINGLE PHASE, THREE WIRE PLUS GROUND OR 120/208V, SINGLE PHASE, THREE WIRE PLUS GROUND OR 120/208V, THREE PHASE, FOUR WIRE PLUS GROUND AS REQUIRED FOR THE INTENDED APPLICATION OR AS INDICATED ON THE DRAWINGS. 2.ALUMINUM OR COPPER BUS, RATED FOR 200 AMPERES OR AS INDICATED ON THE DRAWINGS, AND HAVE A SHORT CIRCUIT WITHSTAND RATING OF 22,000 AIC MINIMUM. 3.TWO MAIN CIRCUIT BREAKERS, MECHANICALLY INTERLOCKED, THAT ACT AS A MANUAL TRANSFER SWITCH, BREAK BEFORE MAKE. ALLOW FOR A NORMAL AND PORTABLE GENERATOR STANDBY FEEDS. MAIN BREAKERS SHALL BE 200 AMPERES AND HAVE A SHORT CIRCUIT RATING OF 22,000 AIC MINIMUM. CONTRACTOR SHALL ENSURE THAT THE MECHANICAL INTERLOCK HAS BEEN INSTALLED. 4.INTERNAL PANEL SHALL HAVE A MINIMUM OF 24 BRANCH CIRCUITS AVAILABLE. 5.BRANCH CIRCUIT BREAKERS SHALL BE PLUG-IN OR BOLT-ON. 6.BRANCH CIRCUIT BREAKERS SHALL HAVE A MINIMUM RATING OF 10,000 AIC. 7.TANDEM BRANCH CIRCUIT BREAKERS ARE NOT PERMITTED. 8.CLASSIFIED PRODUCT CIRCUIT BREAKERS ARE NOT PERMITTED. 9.FURNISHED WITH INTERNAL, FACTORY INSTALLED, INTEGRATED SURGE SUPPRESSION. 10.FURNISHED WITH STANDBY GENERATOR INLET (RECEPTACLE), REVERSE SERVICE RATED. VOLTAGE AND AMPERAGE AS INDICATED ON THE DRAWINGS. GENERATOR RECEPTACLE SHALL BE FACTORY INSTALLED ON SIDE OF PPC UNLESS SHOWN AS REMOTE MOUNTED ON THE DRAWINGS. 11.UNUSED BRANCH CIRCUIT BREAKERS SHALL HAVE PANEL MANUFACTURER'S BLANK SPACE INSERTS INSTALLED. 12.ENCLOSURE SHALL BE NEMA 1 FOR INTERIOR APPLICATIONS OR NEMA 3R FOR EXTERIOR APPLICATIONS OR AS INDICATED ON THE DRAWINGS. 13.IF AN EXISTING PPC IS MISSING THE MECHANICAL INTERLOCK, THE CONTRACTOR SHALL FURNISH AND INSTALL THE CORRECT FACTORY MECHANICAL INTERLOCK ON THE TWO MAIN CIRCUIT BREAKERS. 14.ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN, NOT HANDWRITTEN. 15.PANEL DIRECTORIES SHALL BE UPDATED TO ACCURATELY REFLECT THE FINAL CIRCUITING. 16.ALL UNUSED CIRCUIT BREAKERS SHALL BE SWITCHED OFF AND LABELED “SPARE”. EXTERIOR COMBINATION GFCI/SWITCH UNIT 1.WEATHERPROOF ENCLOSURE WHICH INCLUDES A 120V, 20A GFCI RECEPTACLE AND A 120V, 20A TOGGLE SWITCH. “IN-USE” COVER, CORROSION RESISTANT, GALVANIZED STEEL ENCLOSURE. 3.GFCI RECEPTACLE AND LIGHT SWITCH SHALL BE WIRED ON SEPARATE CIRCUITS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4.G.E. # U010S010GRP OR APPROVED EQUAL. 12/29/2022 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS FD-1 02/07/2023 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 BATTERY SPECIFICATION AND FIRE DEPARTMENT NOTES FD-1 ENERSYS USA CALIFORNIA CABINET BATTERY SUMMARY BATTERY SITE SUMMARY BATTERY TABLE EXISTING BATTERIES DESCRIPTION # / UNITS kWh NEW BATTERIES TOTAL # OF BATTERIES 0 (12)27.36 (12)27.36 KILOWATT HOUR CALCULATION BATTERY DETAIL BATTERY SPECIFICATIONS FIRE DEPARTMENT NOTES SBS B8F-190F Front Terminal • • • • • • • • • • • • • • • • • • • • • ® ™ • 3 2 5 4 BATTERY CABINET DETAIL ERICSSON B160 BATTERY CABINET DETAILS PLAN VIEWFRONT VIEW (OPEN) MODEL: B160 MFR: ERICSSON BATTERY CABINET 1 IN CASE OF EMERGENCY CALL 1-888-662-4662 Site No: Site Name: LA23642A LA3642 SCE LAVETA SUB CS ·All personnel should have electromagnetic energy (EME) awareness training. ·All personnel entering this site must be authorized obey all posted signs. ·Assume all antennas are active. Before working on antennas, notify owners and disable appropriate transmitters. ·Maintain minimum 3 feet clearance from all antennas Do not stop in front of antennas. ·Use personal RF monitors while working near antennas. ·Never operate transmitters without shields during normal operation. ·Do not operate base station antennas in equipment rooms. GUIDELINES FOR WORKING IN RADIO FREQUENCY ENVIRONMENTS NOTICE (0) 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 GROUNDING NOTES, EQUIPMENT AND ANTENNA GROUNDING PLAN Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS G-1 01/12/23 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 1 2 3 EQUIPMENT GROUNDING PLAN TYP. ANTENNA GROUNDING DIAGRAM KEY NOTES: ANTENNA GROUNDING PLAN (TYP. PER SECTOR) NOTES AND SYMBOLS 57 68 NOT IN USE NOT IN USENOT IN USE KEY NOTES: 02/07/2023 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 GROUNDING DETAILS Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Fax: (818) 840-0708 2500 Red Hill Ave., #220, Santa Ana, CA 92705 Office: (949) 202-4913 advantage engineersa division of Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS G-2 01/12/23 3 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 3/4" 1" 7/16" 2" TX1 RX1 TO ANTENNA GROUNDING KIT 1 2 3 TYPICAL MECHANICAL CONNECTIONS} GROUNDING KIT 79 810 6 GROUND BAR DETAIL4GPS ANTENNA GROUNDING TYP.GROUND BAR CONNECTION GROUND KIT CONN TO ANT CABLE4" STD PIPE GROUNDING 5NOT IN USENOT IN USE 02/07/2023 2210 3%4 N Grand Ave Unit# WCC01 - 101118404 5/30/2024 CABINET ANCHORAGE ANALYSIS FOR PROPOSED T-MOBILE EQUIPMENT SITE ID: LA23642A SITE NAME: LA3642 SCE LAVETA SUB CS SITE ADDRESS: 2210 3/4 N. GRAND AVE SANTA ANA, ORANGE COUNTY, CA PROJECT SCOPE: ANCHOR Prepared For: T-Mobile 1855 Gateway Blvd, Suite 900 Concord, CA 94520 STRUCUTRAL ANALYSIS RESULT: ADEQUATE* *Adequate upon installation of the proposed recommendations listed in the ‘Conclusion’ section of this report. Prepared by: Network Connex 2500 Red Hill Avenue, Suite 240, Santa Ana, CA 92705– (919) 604-8683 May 6, 2024 SEUNG TAE KIM, P.E. Lead Engineer California License# C-94327 12/31/24 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 TABLE OF CONTENTS 1.0 OBJECTIVE Table 1 -- Documentation 2.0 FINAL EQUIPMENT Table 2 – Final RAN Equipment 3.0 ANALYSIS STANDARDS 4.0 ANALYSIS METHOD 5.0 ANALYSIS ASSUMPTIONS 6.0 CONCLUSION Table 3 – Structural Analysis Summary APPENDIX A CALCULATIONS APPENDIX B ASCE 7 HAZARD REPORT 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 May 6, 2024 Site ID: LA23642A Site Name: LA3642 SCE LAVETA SUB CS Project Name: ANCHOR 1 1.0 OBJECTIVE The objective of this report is to evaluate the structural impact of the proposed T-Mobile installation on the existing structure at the above referenced address. The following documentation was reviewed and used as the basis for this analysis: Table 1 – Documentation DOCUMENT DESCRIPTION DATE Previous Construction Drawings Synergy 02/07/2023 Previous Structural Analysis Synergy 07/15/2021 T-Mobile RFDS Version 7 05/07/2021 2.0 FINAL EQUIPMENT CONFIGURATION Below are lists of the final equipment configurations located on the concrete pad: Table 2 -- Final RAN Equipment EQUIPMENT MODEL1 HEIGHT (IN) WIDTH (IN) DEPTH (IN) WEIGHT (LBS) E6160 Cabinet 63.0 25.6 33.6 678 B160 Battery Cabinet 63.0 25.6 29.5 1943 1- Bold represents proposed equipment 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 May 6, 2024 Site ID: LA23642A Site Name: LA3642 SCE LAVETA SUB CS Project Name: ANCHOR 2 3.0 ANALYSIS STANDARDS The following design standards were used for this analysis: Building Code: 2022 California Building Code TIA-222 Revision: TIA-222-H Risk Category: II WIND DESIGN DATA Ultimate Wind Speed: 95 mph Ice Thickness: 0.0 in Wind Speed with Ice: 30 mph Exposure Category: C Topographic Category: 1 SEISMIC DESIGN DATA Site Class: D (assumed) Seismic Importance Factor (Ie): 1.0 Mapped Spectral Responses: SS = 1.318 S1 = 0.470 SDS = 1.054 Seismic Design Category: D Response Modification (R): 2.5 Amplification Factor (As): 1.0 The following LRFD load combinations were used for the analysis of the cabinet anchorage: • 1.4 D • 1.2 D + 1.6L + 0.5(Lr or S) • 1.2 D + 1.6(Lr or S) + (L or 0.5W) • 1.2 D + 1.0W + L + 0.5(Lr or S) • 0.9 D + 1.0W • 0.9 D + 1.0 E Note: Wind and seismic were considered from all principal directions. 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 May 6, 2024 Site ID: LA23642A Site Name: LA3642 SCE LAVETA SUB CS Project Name: ANCHOR 3 4.0 ANALYSIS METHOD The analysis approach used in this report is founded on the premise that if the structural anchors of the proposed cabinets, which will be used to support the proposed equipment, are structurally adequate per the aforementioned codes and standards, then the proposed equipment may be placed at the desired location. Calculations for this analysis are provided in the Appendices of this report. 5.0 ANALYSIS ASSUMPTIONS • Based on documentation referenced above NC assumes the following: o Concrete Slab: f’c = 2500 psi with minimum thickness of 6” • All steel pipe members are A53 Gr. B • All steel angles and solid round members are A36 • All steel tubes are A500 Gr. B • All bolts are A325 and all U-bolts are A307 • All mount members were properly installed • All appurtenances were properly installed • 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 The existing antenna mounts and connections that are used to support the proposed installation are to be inspected prior to the installation of the proposed equipment. If the conditions of the mounts and connections are found to be unacceptable, the engineer should be notified, and they should be replaced or repaired by the contractor. 6.0 CONCLUSIONS We have analyzed the proposed cabinet anchors and determined they are ADEQUATE for supporting the proposed loading. Table 3 – Structural Analysis Summary SECTOR STRUCTURAL MEMBER CAPACITY RATIO ANALYSIS RAN Anchor Bolts 9% PASS To support the proposed equipment, we recommend installing the proposed modifications per the following specifications: • Install new Hilti Kwik Bolt TZ2 - SS 1/2” dia (min. embedment = 3.0 in.) at each corner of each new cabinets at ground level. The conclusions and recommendations reached in this analysis are only applicable for the proposed anchors supporting the proposed T-Mobile telecommunications equipment. Any deviation of the support, load, placement, etc. will require us to generate an additional structural analysis. Further, no structural qualification is made or implied by this analysis for the existing building structure or any other existing structural members not directly impacted by the T-Mobile installation. We reserve the right to append or modify this report as more information becomes available. engineering services. Please do not hesitate to contact our office should you have any questions. 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 APPENDIX A CALCULATIONS 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 LA23642A May 06, 2024 NC Project # P-023769 ACSE Edition ASCE 7-16 Wind Direction Factor, Kd 0.85 IBC Edition CBC 2022 Gust Effect Factor, G 0.85 Ground Elevation Factor, Ke 0.99 Topographic Factor, Kzt 1.00 Location Santa Ana, CA Pressure Coefficient, Kz 0.85 Equipment Type Pad on Grade Velocity Pressure, qz 16.59 psf Roof Height 1 ft Importance Factor, Is 1 Ground Elevation 174.83 ft Flat Roof Snow Load, pf psf Risk Category II Importance Factor, Ie 1 Exposure Category C Design Spectral Response, SDS 1.054 Ultimate Wind Speed 95 mph Design Spectral Response, SD1 0.5734 Ground Snow Load N/A psf Response Modification, Rp 2.5 Soil Class D - Default Amplification factor, ap 1 Spectral Response, Ss 1.318 Vertical Load Effects, Ev 0.211 W Spectral Response, S1 0.47 Horizontal Load Effects, Eh 0.316 W SITE PARAMETERS APPLICABLE CODES LOAD OUTPUTS PER ASCE EDITION 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 LA23642A May 06, 2024 NC Project # P-023769 Location Height (in)Width (in)Depth (in)Weight (lbs)EPAN (ft2)EPAT (ft2) Pad 63.0 25.6 29.5 1943.0 14.83 17.02 Pad 63.0 25.6 33.6 678.0 14.83 19.32 Appurtenance FN / FT Ev Eh MWN ME Anchors Tension Shear B160 209.13 / 240 409.58 614.38 548.97 1612.74 4.00 43.21 153.59 Enclosure 6160 209.13 / 272.46 142.92 214.38 548.97 562.76 4.00 15.08 53.60 Maximum Tensile Loading per Anchor Maximum Vertical Loading Worst Case = 0.9D±1.0E =0.9 (1943 lbs) - 1.0 (409.58 lbs) =1339.12 lbs Vertical Load per Anchor = 1339.12 lbs/ 4 =334.78 lbs Maximum Overturning Worst Case = 1.0E = 1.0 (614.38 lbs * 63in/2) =1612.74 ft-lbs Tensile Load per anchor =1612.74in / 25.6in / 2 anchors =377.99 lbs Tensile Load per Anchor = 377.99 lbs - 334.78 lbs =43.21 lbs Maximum Shear Loading per Anchor Worst Case = 1.0E = 1.0 (614.38 lbs)614.38 lbs Shear Load per anchor = 614.38 lbs/ 4 anchors =153.59 lbs * See Profis Output; use 1/2"Ø Kwik Bolt TZ2 with min 3" embed. EQUIPMENT LOADS Equipment B160 Enclosure 6160 FACTORED LOADING AND ANCHORAGE LOADS LOAD PER ANCHOR ONTO FLOOR 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 www.hilti.com Hilti PROFIS Engineering 3.0.94 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: | LA23642A Cabinet Anchorage Page: Specifier: E-Mail: Date: 1 5/6/2024 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (2 1/2) hnom2 Item number: 2210260 KB-TZ2 1/2x3 3/4 SS304 Effective embedment depth: hef,act = 2.500 in., hnom = 3.000 in. Material: AISI 304 Evaluation Service Report: ESR-4266 Issued I Valid: 12/1/2023 | 12/1/2025 Proof: Design Method ACI 318-19 / Mech Stand-off installation: Profile: Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Geometry [in.] & Loading [lb, in.lb] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 www.hilti.com Hilti PROFIS Engineering 3.0.94 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: | LA23642A Cabinet Anchorage Page: Specifier: E-Mail: Date: 2 5/6/2024 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Seismic N = 43; Vx = 154; Vy = 0; Mx = 0; My = 0; Mz = 0; no 9 2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 43 154 154 0 3 Tension load Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status Steel Strength*43 8,906 1 OK Pullout Strength*N/A N/A N/A N/A Concrete Breakout Failure**43 2,698 2 OK * highest loaded anchor **anchor group (anchors in tension) 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 www.hilti.com Hilti PROFIS Engineering 3.0.94 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: | LA23642A Cabinet Anchorage Page: Specifier: E-Mail: Date: 3 5/6/2024 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-4266 f Nsa ³ Nua ACI 318-19 Table 17.5.2 Variables Ase,N [in.2]futa [psi] 0.10 120,404 Calculations Nsa [lb] 11,875 Results Nsa [lb]f steel f Nsa [lb]Nua [lb] 11,875 0.750 8,906 43 3.2 Concrete Breakout Failure Ncb = (ANc ANc0)y ed,N y c,N y cp,N Nb ACI 318-19 Eq. (17.6.2.1a) f Ncb ³ Nua ACI 318-19 Table 17.5.2 ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2 ef ACI 318-19 Eq. (17.6.2.1.4) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b) y cp,N = MAX(ca,min cac , 1.5hef cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b) Nb = kc l a √f' c h1.5 ef ACI 318-19 Eq. (17.6.2.2.1) Variables hef [in.]ca,min [in.]y c,N cac [in.]kc l a f' c [psi] 2.500 6.000 1.000 6.000 21 1.000 2,500 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 56.25 56.25 1.000 1.000 4,150 Results Ncb [lb]f concrete f Ncb [lb]Nua [lb] 4,150 0.650 2,698 43 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 www.hilti.com Hilti PROFIS Engineering 3.0.94 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: | LA23642A Cabinet Anchorage Page: Specifier: E-Mail: Date: 4 5/6/2024 4 Shear load Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status Steel Strength*154 5,426 3 OK Steel failure (with lever arm)*N/A N/A N/A N/A Pryout Strength**154 5,811 3 OK Concrete edge failure in direction x+**154 1,912 9 OK * highest loaded anchor **anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value refer to ICC-ES ESR-4266 f Vsteel ³ Vua ACI 318-19 Table 17.5.2 Variables Ase,V [in.2]futa [psi] 0.10 120,404 Calculations Vsa [lb] 8,348 Results Vsa [lb]f steel f Vsa [lb]Vua [lb] 8,348 0.650 5,426 154 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 www.hilti.com Hilti PROFIS Engineering 3.0.94 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: | LA23642A Cabinet Anchorage Page: Specifier: E-Mail: Date: 5 5/6/2024 4.2 Pryout Strength Vcp = kcp [(ANc ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1a) f Vcp ³ Vua ACI 318-19 Table 17.5.2 ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2 ef ACI 318-19 Eq. (17.6.2.1.4) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b) y cp,N = MAX(ca,min cac , 1.5hef cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b) Nb = kc l a √f' c h1.5 ef ACI 318-19 Eq. (17.6.2.2.1) Variables kcp hef [in.]ca,min [in.]y c,N 2 2.500 6.000 1.000 cac [in.]kc l a f' c [psi] 6.000 21 1.000 2,500 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 56.25 56.25 1.000 1.000 4,150 Results Vcp [lb]f concrete f Vcp [lb]Vua [lb] 8,301 0.700 5,811 154 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 www.hilti.com Hilti PROFIS Engineering 3.0.94 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: | LA23642A Cabinet Anchorage Page: Specifier: E-Mail: Date: 6 5/6/2024 4.3 Concrete edge failure in direction x+ Vcb = (AVc AVc0)y ed,V y c,V y h,V y parallel,V Vb ACI 318-19 Eq. (17.7.2.1a) f Vcb ³ Vua ACI 318-19 Table 17.5.2 AVc see ACI 318-19, Section 17.7.2.1, Fig. R 17.7.2.1(b) AVc0 = 4.5 c2 a1 ACI 318-19 Eq. (17.7.2.1.3) y ed,V = 0.7 + 0.3(ca2 1.5ca1)£ 1.0 ACI 318-19 Eq. (17.7.2.4.1b) y h,V = √1.5ca1 ha ³ 1.0 ACI 318-19 Eq. (17.7.2.6.1) Vb = (7 (le da)0.2 √da)l a √f' c c1.5 a1 ACI 318-19 Eq. (17.7.2.2.1a) Variables ca1 [in.]ca2 [in.]y c,V ha [in.]le [in.] 4.000 6.000 1.000 6.000 2.500 l a da [in.]f' c [psi]y parallel,V 1.000 0.500 2,500 1.000 Calculations AVc [in.2]AVc0 [in.2]y ed,V y h,V Vb [lb] 72.00 72.00 1.000 1.000 2,732 Results Vcb [lb]f concrete f Vcb [lb]Vua [lb] 2,732 0.700 1,912 154 5 Combined tension and shear loads, per ACI 318-19 section 17.8 bN bV z Utilization bN,V [%]Status 0.016 0.081 5/3 2 OK bNV = bz N + bz V <= 1 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 www.hilti.com Hilti PROFIS Engineering 3.0.94 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: | LA23642A Cabinet Anchorage Page: Specifier: E-Mail: Date: 7 5/6/2024 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-19, Section 26.7. Fastening meets the design criteria! 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 www.hilti.com Hilti PROFIS Engineering 3.0.94 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: | LA23642A Cabinet Anchorage Page: Specifier: E-Mail: Date: 8 5/6/2024 7 Installation data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (2 1/2) hnom2 Profile: - Item number: 2210260 KB-TZ2 1/2x3 3/4 SS304 Hole diameter in the fixture: - Maximum installation torque: 481 in.lb Plate thickness (input): - Hole diameter in the base material: 0.500 in. Hole depth in the base material: 3.250 in. Drilling method: Hammer drilled Minimum thickness of the base material: 5.000 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Hilti KB-TZ2 stud anchor with 3 in embedment, 1/2 (2 1/2) hnom2, Stainless steel, installation per ESR-4266 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Manual blow-out pump • Torque controlled cordless impact tool • Torque wrench • Hammer Coordinates Anchor in. Anchor x y c-x c+x c-y c+y 1 0.000 0.000 6.000 6.000 6.000 6.000 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 www.hilti.com Hilti PROFIS Engineering 3.0.94 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 Company: Address: Phone I Fax: Design: Fastening point: | LA23642A Cabinet Anchorage Page: Specifier: E-Mail: Date: 9 5/6/2024 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 APPENDIX B ASCE 7 HAZARD REPORT 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 ASCE Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:33.766481 Risk Category:II Longitude:-117.85221 Soil Class:D - Default (see Section 11.4.3) Elevation:174.83169884920736 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Mon Mar 25 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 4https://ascehazardtool.org/Mon Mar 25 2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 SS : 1.318 S1 : 0.47 F a : 1.2 F v : N/A SMS : 1.582 SM1 : N/A SDS : 1.054 SD1 : N/A T L : 8 PGA : 0.553 PGA M : 0.664 F PGA : 1.2 Ie : 1 C v : 1.364 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Mon Mar 25 2024 Page 2 of 4https://ascehazardtool.org/Mon Mar 25 2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Ice Results: Data Source: Date Accessed: Ice Thickness: 0 in. Concurrent Temperature: 25 F Gust Speed 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Mon Mar 25 2024 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Snow Results: Ground Snow Load, p : 0 lb/ftg 2 Mapped Elevation: 174.8 ft Data Source: ASCE/SEI 7-16, Table 7.2-8 Date Accessed: Mon Mar 25 2024 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported ‘elevation’ and ‘mapped elevation’ differ significantly from each other. Page 3 of 4https://ascehazardtool.org/Mon Mar 25 2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 4 of 4https://ascehazardtool.org/Mon Mar 25 2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Engineered Tower Solutions, PLLC - 3227 Wellington Court - Raleigh, NC 27615 (919) 782-2710 GEOTECHNICAL REPORT OF SUBSURFACE INVESTIGATION April 29, 2024 MONOPOLE TOWER LA3642 SCE LAVETA SUB CS (LA23642A) 2210 ¾ N. Grand Avenue Santa Ana, CA 92705 33.7664, -117.8522 Prepared by: Jorge Varela, P.E. Christopher G. Ply, P.E. Senior Geotechnical Engineer Registered CA 72814 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Geotechnical Report of Subsurface Investigation LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│1 Project Summary Item Description Project Description A geotechnical exploration and report have been prepared for this 59- foot monopole tower. Included in this report are the results of the field exploration and the recommendations for the design of the foundation system. Site Coordinates Latitude: 33.7664 Longitude: -117.8522 Site Condition The proposed tower will be installed at 2210 ¾ N. Grand Avenue in Santa Ana, California. Frost Depth Based on the TIA Standard (TIA-222-H), dated October 2017, the recommended design frost penetration depth to be used for Orange County, CA is 5 inches (0.4 ft). Groundwater Groundwater was not encountered at the time of drilling. Please note that subsurface water levels will fluctuate with seasonal and cyclical temperatures and precipitation and can be higher or lower at other times. Foundation Information Report by: Crown Castle, February 5, 2024 Caisson (Drilled Shaft): Diameter:6 Feet Depth: 21.5 Feet 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Geotechnical Report of Subsurface Investigation LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│2 Field Exploration Item Description Date April 23rd, 2024 Number of Borings 1 Location 10 feet south of the existing monopole. Equipment Used CME 45 Advancement Method Hollow Stem Auger (HSA) Sampling Method ASTM D-1586 with 1.5 I.D. Split Spoon Sampler Laboratory Classification and Testing Standard Description ASTM D2488 Standard Practice for Description and Identification of Soils 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Geotechnical Report of Subsurface Investigation LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│3 Subsurface Profile Based on the results of our borings, the soils beneath the surface can be summarized in the table below: Material Encountered Approximate Depth to Bottom of Stratum Description Consistency / Density SAND 27 Brown and tan silty sand Medium Dense to Very Dense PWR 32 Partially Weathered Rock sampled as silty sand -- SAND 37 Brown and tan silty sand Very Dense PWR 51.5 Partially Weathered Rock sampled as silty sand -- Detailed descriptions of conditions encountered at each exploration point are indicated on the individual logs in the Appendix B. Stratification boundaries on the boring logs represent the approximate location of changes in soil types; in-situ, the transition between materials may be gradual. Groundwater was not encountered at the time of drilling. Groundwater levels will fluctuate with seasonal and climatic changes and may be different at other times. Earthwork Recommendations – Equipment Mat Earthwork is anticipated to include excavations and fill placement. The following sections provide recommendations for use in the preparation of the equipment mat foundation area and access drive. Site Preparation The subgrade should be evaluated under the direction of the Geotechnical Engineer. Areas where soft material are present or excessively wet or dry material should either be removed, or moisture conditioned and recompacted. 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Geotechnical Report of Subsurface Investigation LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│4 Fill Material Types Soil Type USCS Classification Acceptable Parameters (for Structural Fill) Imported Low- to Moderate- Plasticity Soil 2 CL, ML, SC or SM All locations and elevations Sand / Gravel with greater than 12% fines GW/GP, SW/SP Crushed stone base course may be used for the access roadway or beneath shallow foundations as a replacement material for overexcavated soils. Near-Surface On-site soils 2 SM On-site soils generally appear suitable for use as fill when they contain at least 12% fines (clay and/or silt) and are compacted at an appropriate moisture content. 1. Controlled, compacted fill should consist of approved materials that are free of organic matter and debris. A sample of each material type should be submitted to the geotechnical engineer for evaluation. 2. Low- to moderate-plasticity cohesive soil or granular soil having at least 12% fines Fill Compaction Requirements Item Structural Fill General Fill Maximum Lift Thickness 8 inches or less in loose thickness when heavy, self- propelled compaction equipment is used Same as Structural fill Minimum Compaction Requirements 1, 2 98% of max. below foundations and within 1 foot of finished pavement subgrade 95% of max. above foundations, below floor slabs, and more than 1 foot below finished pavement subgrade 92% of max. Water Content Range 1 Low plasticity cohesive: -2% to +3% of optimum High plasticity cohesive: 0 to +4% of optimum Granular: -3% to +3% of optimum As required to achieve min. compaction requirements 1. Maximum density and optimum water content as determined by the standard Proctor test (ASTM D 698). 2. High plasticity cohesive fill should not be compacted to more than 100% of standard Proctor maximum dry density. 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Geotechnical Report of Subsurface Investigation LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│5 Excavations Groundwater was not encountered at the time of drilling. Although not expected, if encountered in deep trench excavations during construction, groundwater or perched groundwater will require dewatering until backfilling operations are complete. All excavations that may be required should, at a minimum, comply with applicable local, state and federal safety regulations, including the current OSHA Excavation and Trench Safety Standards to provide stability and safe working conditions. Slopes For permanent slopes in unreinforced compacted fill areas, we recommended maximum configurations of 3:1 (Horizontal: Vertical) for the cohesive soils (clay) found at the site. If steeper slopes are required for site development, stability analyses should be completed to design the grading plan. The face of all slopes should be compacted to the minimum specification for fill embankments. Fill slopes should be overbuilt and trimmed to compacted material. Earthwork Construction Considerations The near-surface, on-site soils will lose strength when exposed to moisture. To the extent practical, earthwork should be performed during drier periods of weather. Increased remedial measures due to wet and soft or otherwise unsuitable conditions should be expected if earthwork is performed during colder and wetter periods of weather. A qualified geotechnical engineer should be retained during the earthwork phase of the project to observe earthwork and to perform necessary tests and observations during subgrade preparation; to monitor proof-rolling, placement and compaction of controlled compacted fills, and backfilling of excavations to the completed subgrade. 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Geotechnical Report of Subsurface Investigation LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│6 Foundations Recommendations The following recommendations are made based on our review of the test boring data and our past experience with similar projects and subsurface conditions. Ultimate soil strength parameters are presented on table below. Ultimate Strength Parameters Boring # Depth (ft) Unified Soil Classification Total Unit Weight (pcf) Friction Angle (degrees) Cohesion (psf) B-1 0.0 – 3.0 SM 120 30 -- 3.0 – 5.0 SM 120 30 -- 5.0 – 9.0 SM 125 30 -- 9.0 – 12.0 SM 125 32 -- 12.0 – 20.0 SM 130 38 -- 20.0 – 27.0 SM 130 38 -- 27.0 – 32.0 PWR 130 38 -- 32.0 – 37.0 SM 130 38 -- 37.0 – 51.5 PWR 130 38 1. Groundwater was not encountered at the time of drilling . Based on the subsurface conditions and typical design foundation loads for similar monopole towers, we recommend that either a caisson (drilled shaft) or a pad/pier be used to support the new tower. 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Geotechnical Report of Subsurface Investigation LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│7 Caisson (Drilled Shaft) The caisson (drilled shaft) will achieve compressive (downward) and tensile (uplift) resistance through skin friction along the side of the shaft. In addition to skin friction, bearing resistance at the caisson’s tip will contribute to compressive capacity. The lateral modulus and 50 percent strain values can be used to evaluate the lateral service load and deflection behavior of the caisson (drilled shaft). We recommend the values given in the table below be used for this project. Please note the tip bearing capacity and skin frictions are ultimate values. Appropriate factors of safety or resistance factors should be used. Caisson (Drilled Shaft) Parameters Depth (ft) Net Ultimate Tip Bearing Capacity (ksf) Ultimate Skin Friction1 (ksf) Lateral Modulus (pci) ε50 (in/in) 0.0 – 3.0 -- -- -- -- 3.0 – 5.0 -- 0.2 90 -- 5.0 – 9.0 -- 0.4 90 -- 9.0 – 12.0 -- 0.5 225 -- 12.0 – 21.5 -- 1.1 225 -- 21.5 40 1.1 225 -- 1. We recommend the skin friction be ignored for the top 3 ft of the caisson LIMITATIONS OF REPORT This report has been prepared in accordance with generally accepted geotechnical engineering practices for the specific application of this project. The conclusions in this report are based on the applicable standards of our practice in this geographic area at the time this report was prepared. No other warranty, expressed or implied, is made. The analyses and conclusions submitted herein are based, in part, upon the data obtained from the subsurface exploration performed for this analysis. The soil and ground water conditions can vary across the site. Opinions and conclusions are subject to change if new or additional information is submitted for review. 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 APPENDIX A LOCATION INFORMATION 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 SITE LOCATION PLAN LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│9 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 BORING LOCATION PLAN LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│10 Google Earth Image 03/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 SITE PHOTO LA3642 SCE LAVETA SUB CS (LA23642A) Job Number: 24125796 April 29, 2024│11 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 APPENDIX B SOIL TEST BORING 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 9-12-17 (29) 10-13-18 (31) 20-20-32 (52) 19-28-30 (58) 25-27-36 (63) 50/2" 39-40-45 (85) 50/3" 50/3" 50/3" SS 3 SS 4 SS 5 SS 6 SS 7 SS 8 SS 9 SS 10 SS 11 SS 12 SILTY SAND (SM), fine to coarse, brown and tan, moist, medium dense. SILTY SAND (SM), fine to coarse, brown and tan, moist, dense to very dense. PARTIALLY WEATHERED ROCK (PWR), , sampled as brown silty sand. SILTY SAND (SM), fine to coarse, brown and tan, moist, very dense. PARTIALLY WEATHERED ROCK (PWR), , sampled as brown silty sand. Bottom of borehole at 51.5 feet. NOTES Soft dig on top 6.5 feet due utility presence GROUND WATER LEVELS: AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered LOGGED BY J. Varela DRILLING METHOD Hollow Stem Auger (HSA) DRILLING EQUIPMENT CME 45 DATE 4/23/2024 COORDINATES 33.7664, -117.8522 GR A P H I C LO G DE P T H (f t ) 0 10 20 30 40 50 BL O W CO U N T S (N V A L U E ) SA M P L E T Y P E NU M B E R MATERIAL DESCRIPTION PAGE 1 OF 1 BORING NUMBER B-1 PROJECT NAME LA3642 SCE LAVETA SUB CS (LA23642A)CLIENT EBI Consulting PROJECT NUMBER 24125796 PROJECT LOCATION 2210 3/4 N Grand Avenue, Santa Ana, CA 92705 ET S - B O R I N G L O G - E T S D A T A B A S E _ S T A N D A R D _ G E O T E C H . G D T - 4 / 2 6 / 2 4 1 4 : 3 6 - R : \ 2 0 2 4 \ 1 2 5 7 9 6 _ L A 3 6 4 2 S C E L A V E T A S U B C S \ G E \ 9 4 5 5 _ G E O T E C H \ R E P O R T \ S A N T A A N A . G P J April 29, 2024│13 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Date: January 31, 2024 Trylon 1825 W. Walnut Hill Lane, Suite 302 Irving, TX 75038 214-930-1730 Subject: Mount Analysis Report Carrier Designation: T-Mobile Equipment Change-Out Carrier Site Number:LA23642A Carrier Site Name:- Crown Castle Designation: BU Number: 825183 Site Name: LA3642 SCE LaVeta Sub CS JDE Job Number: 2108328 Order Number: 663380 Rev. 1 Engineering Firm Designation: Trylon Report Designation: 235828 Site Data: 2210 3/4 N. Grand Avenue, Santa Ana, Orange County, CA, 92705 Latitude 33◦45’59.26” Longitude -117◦51’7.80” Structure Information: Tower Height & Type: 59.0 ft Monopole Mount Elevation: 56.0 ft Mount Width & Type: 1.0 ft T-Arms Trylon is pleased to submit this “Mount Analysis Report” to determine the structural integrity of T-Mobile’s antenna mounting system with the proposed appurtenance and equipment addition on the abovementioned supporting tower structure. Analysis of the existing supporting tower structure is to be completed by others and therefore is not part of this analysis. Analysis of the antenna mounting system as a tie-off point for fall protection or rigging is not part of this document. The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis we have determined the mount stress level to be: T-Arms Sufficient This analysis has been performed in accordance with the 2022 California Building Code based upon an ultimate 3-second gust wind speed of 95 mph. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Mount analysis prepared by: Steve Mustaro, P.E. Respectfully Submitted by: Cliff Abernathy, P.E. 2/1/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 January 31, 2024 1.0 ft T-Arms Mount Analysis CCI BU No 825183 Order 663380, Revision 1 Page 2 ENG-FRM-10208, Rev. E TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A Wire Frame and Rendered Models 6) APPENDIX B Software Input Calculations 7) APPENDIX C Software Analysis Output 8) APPENDIX D Additional Calculations 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 January 31, 2024 1.0 ft T-Arms Mount Analysis CCI BU No 825183 Order 663380, Revision 1 Page 3 ENG-FRM-10208, Rev. E 1) INTRODUCTION This is an existing three sector 1.0 ft T-Arms, designed by DaVinci Engineering. 2) ANALYSIS CRITERIA Building Code: 2021 IBC / 2022 California Building Code TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 95 mph Exposure Category: C Topographic Factor at Base: 1.0 Topographic Factor at Mount: 1.0 Ice Thickness: 0 in Wind Speed with Ice: 30 mph Seismic Ss: 1.318 Seismic S1: 0.470 Live Loading Wind Speed: 30 mph Man Live Load at Mid/End-Points: 250 lb Man Live Load at Mount Pipes: 250 lb Table 1 - Proposed Equipment Configuration Mount Centerline (ft) Antenna Centerline (ft) Number of Antennas Antenna Manufacturer Antenna Model Mount / Modification Details 56.0 56.0 3 ERICSSON AIR 6419 B41_TMO_CCIV2 1.0 ft T-Arms 3 RFS/CELWAVE APXVAALL24_43-U- NA20_TMO 3 ERICSSON RADIO 4449 B71 B85A_T-MOBILE 3 ERICSSON RADIO 4460 B2/B25 B66_TMO 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Source Crown Application T-Mobile Application 663380 Rev. 1 CCI Sites Mount Manufacturer Drawings DaVinci Engineering 3549463 CCI Sites 3.1) Analysis Method RISA-3D (Version 17.0.4), a commercially available analysis software package, was used to create a three - dimensional model of the antenna mounting system and calculate member stresses for various loading cases. A tool internally developed, using Microsoft Excel, by Trylon was used to calculate wind loading on all appurtenances, dishes, and mount members for various load cases. Selected output from the analysis is included in Appendix B. This analysis was performed in accordance with Crown Castle’s ENG-SOW-10208 Tower Mount Analysis (Revision E). 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 January 31, 2024 1.0 ft T-Arms Mount Analysis CCI BU No 825183 Order 663380, Revision 1 Page 4 ENG-FRM-10208, Rev. E 3.2) Assumptions 1) The antenna mounting system was properly fabricated, installed and maintained in good condition in accordance with its original design and manufacturer's specifications. 2) The configuration of antennas, mounts, and other appurtenances are as specified in Table 1 and the referenced drawings. 3) 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. 4) The analysis will be required to be revised if the existing conditions in the field differ from those shown in the above-referenced documents or assumed in this analysis. No allowance was made for any damaged, missing, or rusted members. 5) Prior structural modifications to the tower mounting system are assumed to be installed as shown per available data. 6) Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round, Angle, Plate ASTM A36 (GR 36) HSS (Rectangular) ASTM A500 (GR B-46) Pipe ASTM A53 (GR 35) Connection Bolts ASTM A325 This analysis may be affected if any assumptions are not valid or have been made in error. Trylon should be notified to determine the effect on the structural integrity of the antenna mounting system. 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity (T-Arms, All Sectors) Notes Component Critical Member Centerline (ft) % Capacity Pass / Fail 1, 2, 3, 4 Mount Pipe(s) MP4 56.0 35.3 Pass Standoff(s) M9 63.9 Pass Mount Connection(s) - 20.6 Pass Structure Rating (max from all components) = 63.9% Notes: 1) See additional documentation in "Appendix C - Software Analysis Output" for calculations supporting the % capacity consumed. 2) See additional documentation in “Appendix D – Additional Calculations” for detailed mount connection calculations. 3) All sectors are typical 4) Rating per TIA-222-H, Section 15.5 4.1) Recommendations The mount has sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 January 31, 2024 1.0 ft T-Arms Mount Analysis CCI BU No 825183 Order 663380, Revision 1 Page 5 ENG-FRM-10208, Rev. E APPENDIX A WIRE FRAME AND RENDERED MODELS 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Trylon SMM 235828 825183 Wireframe Jan 31, 2024 at 3:36 PM 825183_loaded.r3d C1 N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N17 N18 N19 N20 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N40 N41 N44 N45 N52 N53 N56 N57 N62 N63 N64 N65 N66 N67 N68 N69 N46 N47 N48 N49 N50 N51 N52A N53A N54 N55 N56A N57A N58 N59 N60 N61 M1 M2 M3 M4 M5 M6 M9 M10 M13 M14 M15 M16 M17 M18 MP 2 MP 3 MP 1 0 MP 1 1 MP 6 MP 7 MP 8 MP 9 M23A M24A MP 4 MP 5 M27A M28AMP 1 2 MP 1 Y XZ Envelope Only Solution 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Trylon SMM 235828 825183 Wind Loads Jan 31, 2024 at 3:36 PM 825183_loaded.r3d -26.386psf -43.976psf-43.976psf -43.976psf -26.386psf -43.976psf -26.386psf -43.976psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -43.976psf -43.976psf -26.386psf -26.386psf -43.976psf -43.976psf -26.386psf -26.386psf Y XZ Loads: BLC 2, Structure Wind Z Envelope Only Solution 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Trylon SMM 235828 825183 Wind Loads Jan 31, 2024 at 3:36 PM 825183_loaded.r3d -26.386psf -43.976psf-43.976psf -43.976psf -26.386psf -43.976psf -26.386psf -43.976psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -26.386psf -43.976psf -43.976psf -26.386psf -26.386psf -43.976psf -43.976psf -26.386psf -26.386psf Y XZ Loads: BLC 3, Structure Wind X Envelope Only Solution 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Trylon SMM 235828 825183 Wind Loads Jan 31, 2024 at 3:36 PM 825183_loaded.r3d -71.953lb -85.754lb -85.754lb -84.187lb -84.187lb -36.445lb -36.445lb -161.283lb -161.283lb -36.445lb -36.445lb -84.187lb -84.187lb -68.603lb -68.603lb Y XZ Loads: BLC 4, Wind Load 0 AZI Envelope Only Solution 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Trylon SMM 235828 825183 Wind Loads Jan 31, 2024 at 3:36 PM 825183_loaded.r3d -66.297lb -38.277lb -78.25lb -45.177lb -66.297lb -38.277lb -117.419lb -117.419lb -67.792lb -67.792lb -22.279lb -22.279lb -12.863lb -12.863lb -117.419lb -117.419lb -67.792lb -67.792lb -50.129lb -50.129lb -28.942lb -28.942lb -50.652lb -50.652lb -29.244lb -29.244lb -50.129lb -50.129lb -28.942lb -28.942lb Y XZ Loads: BLC 5, Wind Load 30 AZI Envelope Only Solution 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Trylon SMM 235828 825183 Wind Loads Jan 31, 2024 at 3:36 PM 825183_loaded.r3d -42.877lb -74.265lb -42.877lb -74.265lb -35.976lb -62.313lb -80.641lb -80.641lb -139.675lb -139.675lb -18.223lb -18.223lb -31.562lb -31.562lb -42.093lb -42.093lb -72.908lb -72.908lb -34.301lb -34.301lb -59.412lb -59.412lb -42.093lb -42.093lb -72.908lb -72.908lb -18.223lb -18.223lb -31.562lb -31.562lb Y XZ Loads: BLC 7, Wind Load 60 AZI Envelope Only Solution 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Trylon SMM 235828 825183 Wind Loads Jan 31, 2024 at 3:36 PM 825183_loaded.r3d -90.355lb -76.553lb -76.553lb -135.584lb -135.584lb -57.884lb -57.884lb -58.488lb -58.488lb -57.884lb -57.884lb -135.584lb -135.584lb -25.726lb -25.726lb Y XZ Loads: BLC 8, Wind Load 90 AZI Envelope Only Solution 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Trylon SMM 235828 825183 Render Jan 31, 2024 at 3:37 PM 825183_loaded.r3d Y XZ Envelope Only Solution 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 January 31, 2024 1.0 ft T-Arms Mount Analysis CCI BU No 825183 Order 663380, Revision 1 Page 6 ENG-FRM-10208, Rev. E APPENDIX B SOFTWARE INPUT CALCULATIONS 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 ASCE Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:33.766461 Risk Category:II Longitude:-117.852167 Soil Class:D - Default (see Section 11.4.3) Elevation:175.29101444461412 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Wed Jan 31 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Wed Jan 31 2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 SS : 1.318 S1 : 0.47 F a : 1.2 F v : N/A SMS : 1.582 SM1 : N/A SDS : 1.054 SD1 : N/A T L : 8 PGA : 0.553 PGA M : 0.664 F PGA : 1.2 Ie : 1 C v : 1.364 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Wed Jan 31 2024 Page 2 of 3https://ascehazardtool.org/Wed Jan 31 2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Ice Results: Data Source: Date Accessed: Ice Thickness: 0 in. Concurrent Temperature: 25 F Gust Speed 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Wed Jan 31 2024 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 3 of 3https://ascehazardtool.org/Wed Jan 31 2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Job Code:Design Wind Speed:95 mph Carrier Site ID:Wind Escalation Factor (Ks):1.00 -- Carrier Site Name:Velocity Coefficient (Kz):1.12 -- Directionality Factor (Kd):0.95 -- Gust Effect Factor (Gh):1.00 -- Building Code:Shielding Factor (Ka):0.90 -- Local Building Code:Velocity Pressure (qz):24.43 psf Design Standard:Ground Elevation Factor (Ke):0.99 -- Mount Type:T-Arm --Design Ice Wind Speed:30 mph Mount Elevation:56.0 ft.Design Ice Thickness (ti):0.00 in Number of Sectors:3 --Importance Factor (Ii):1.00 -- Structure Type:Monopole --Ice Velocity Pressure (qzi):0.00 psf Structure Height:59.0 ft.Mount Ice Thickness (tiz):0.00 in Structure Risk Category:II --Flat Member Pressure:43.98 psf Exposure Category:C --Round Member Pressure:26.39 psf Site Class:D - Default --Ice Wind Pressure:0.00 psf Ground Elevation:175.3 ft. Topographic Category:1.00 --Importance Factor (Ie):1.00 -- Topographic Feature:N/A --Short Period Accel .(Ss):1.32 g Crest Point Elevation:0.00 ft.1 Second Accel (S1):0.47 g Base Point Elevation:0.00 ft.Short Period Des. (SDS):1.05 g Crest to Mid-Height (L/2):0.00 ft.1 Second Des. (SD1):0.57 g Distance from Crest (x):0.00 ft.Short Period Coeff. (Fa):1.20 -- Base Topo Factor (Kzt):1.00 --1 Second Coeff. (Fv):1.83 -- Mount Topo Factor (Kzt):1.00 --Response Coefficient (Cs):0.53 -- Amplification Factor (AS):1.20 -- STRUCTURE DETAILS TIA LOAD CALCULATOR 2.2 PROJECT DATA WIND PARAMETERS BU 825183 235828 LA 3642 SCE LaVeta Sub CS CODES AND STANDARDS 2021 IBC 2022 CBC TIA-222-H ICE PARAMETERS ANALYSIS CRITERIA WIND STRUCTURE CALCULATIONS TOPOGRAPHIC DATA SEISMIC PARAMETERS 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 1 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 #Description #Description 1 1.4DL 42 1.2DL + 1DLi + 1WLi 180 AZI 2 1.2DL + 1WL 0 AZI 43 1.2DL + 1DLi + 1WLi 210 AZI 3 1.2DL + 1WL 30 AZI 44 1.2DL + 1DLi + 1WLi 225 AZI 4 1.2DL + 1WL 45 AZI 45 1.2DL + 1DLi + 1WLi 240 AZI 5 1.2DL + 1WL 60 AZI 46 1.2DL + 1DLi + 1WLi 270 AZI 6 1.2DL + 1WL 90 AZI 47 1.2DL + 1DLi + 1WLi 300 AZI 7 1.2DL + 1WL 120 AZI 48 1.2DL + 1DLi + 1WLi 315 AZI 8 1.2DL + 1WL 135 AZI 49 1.2DL + 1DLi + 1WLi 330 AZI 9 1.2DL + 1WL 150 AZI 50 (1.2+0.2Sds) + 1.0E 0 AZI 10 1.2DL + 1WL 180 AZI 51 (1.2+0.2Sds) + 1.0E 30 AZI 11 1.2DL + 1WL 210 AZI 52 (1.2+0.2Sds) + 1.0E 45 AZI 12 1.2DL + 1WL 225 AZI 53 (1.2+0.2Sds) + 1.0E 60 AZI 13 1.2DL + 1WL 240 AZI 54 (1.2+0.2Sds) + 1.0E 90 AZI 14 1.2DL + 1WL 270 AZI 55 (1.2+0.2Sds) + 1.0E 120 AZI 15 1.2DL + 1WL 300 AZI 56 (1.2+0.2Sds) + 1.0E 135 AZI 16 1.2DL + 1WL 315 AZI 57 (1.2+0.2Sds) + 1.0E 150 AZI 17 1.2DL + 1WL 330 AZI 58 (1.2+0.2Sds) + 1.0E 180 AZI 18 0.9DL + 1WL 0 AZI 59 (1.2+0.2Sds) + 1.0E 210 AZI 19 0.9DL + 1WL 30 AZI 60 (1.2+0.2Sds) + 1.0E 225 AZI 20 0.9DL + 1WL 45 AZI 61 (1.2+0.2Sds) + 1.0E 240 AZI 21 0.9DL + 1WL 60 AZI 62 (1.2+0.2Sds) + 1.0E 270 AZI 22 0.9DL + 1WL 90 AZI 63 (1.2+0.2Sds) + 1.0E 300 AZI 23 0.9DL + 1WL 120 AZI 64 (1.2+0.2Sds) + 1.0E 315 AZI 24 0.9DL + 1WL 135 AZI 65 (1.2+0.2Sds) + 1.0E 330 AZI 25 0.9DL + 1WL 150 AZI 66 (0.9-0.2Sds) + 1.0E 0 AZI 26 0.9DL + 1WL 180 AZI 67 (0.9-0.2Sds) + 1.0E 30 AZI 27 0.9DL + 1WL 210 AZI 68 (0.9-0.2Sds) + 1.0E 45 AZI 28 0.9DL + 1WL 225 AZI 69 (0.9-0.2Sds) + 1.0E 60 AZI 29 0.9DL + 1WL 240 AZI 70 (0.9-0.2Sds) + 1.0E 90 AZI 30 0.9DL + 1WL 270 AZI 71 (0.9-0.2Sds) + 1.0E 120 AZI 31 0.9DL + 1WL 300 AZI 72 (0.9-0.2Sds) + 1.0E 135 AZI 32 0.9DL + 1WL 315 AZI 73 (0.9-0.2Sds) + 1.0E 150 AZI 33 0.9DL + 1WL 330 AZI 74 (0.9-0.2Sds) + 1.0E 180 AZI 34 1.2DL + 1DLi + 1WLi 0 AZI 75 (0.9-0.2Sds) + 1.0E 210 AZI 35 1.2DL + 1DLi + 1WLi 30 AZI 76 (0.9-0.2Sds) + 1.0E 225 AZI 36 1.2DL + 1DLi + 1WLi 45 AZI 77 (0.9-0.2Sds) + 1.0E 240 AZI 37 1.2DL + 1DLi + 1WLi 60 AZI 78 (0.9-0.2Sds) + 1.0E 270 AZI 38 1.2DL + 1DLi + 1WLi 90 AZI 79 (0.9-0.2Sds) + 1.0E 300 AZI 39 1.2DL + 1DLi + 1WLi 120 AZI 80 (0.9-0.2Sds) + 1.0E 315 AZI 40 1.2DL + 1DLi + 1WLi 135 AZI 81 (0.9-0.2Sds) + 1.0E 330 AZI 41 1.2DL + 1DLi + 1WLi 150 AZI 82-88 1.2D + 1.5 Lv1 LOAD COMBINATIONS [LRFD] 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 2 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 #Description #Description 89 1.2D + 1.5Lm + 1.0Wm 0 AZI - MP1 121 1.2D + 1.5Lm + 1.0Wm 0 AZI - MP3 90 1.2D + 1.5Lm + 1.0Wm 30 AZI - MP1 122 1.2D + 1.5Lm + 1.0Wm 30 AZI - MP3 91 1.2D + 1.5Lm + 1.0Wm 45 AZI - MP1 123 1.2D + 1.5Lm + 1.0Wm 45 AZI - MP3 92 1.2D + 1.5Lm + 1.0Wm 60 AZI - MP1 124 1.2D + 1.5Lm + 1.0Wm 60 AZI - MP3 93 1.2D + 1.5Lm + 1.0Wm 90 AZI - MP1 125 1.2D + 1.5Lm + 1.0Wm 90 AZI - MP3 94 1.2D + 1.5Lm + 1.0Wm 120 AZI - MP1 126 1.2D + 1.5Lm + 1.0Wm 120 AZI - MP3 95 1.2D + 1.5Lm + 1.0Wm 135 AZI - MP1 127 1.2D + 1.5Lm + 1.0Wm 135 AZI - MP3 96 1.2D + 1.5Lm + 1.0Wm 150 AZI - MP1 128 1.2D + 1.5Lm + 1.0Wm 150 AZI - MP3 97 1.2D + 1.5Lm + 1.0Wm 180 AZI - MP1 129 1.2D + 1.5Lm + 1.0Wm 180 AZI - MP3 98 1.2D + 1.5Lm + 1.0Wm 210 AZI - MP1 130 1.2D + 1.5Lm + 1.0Wm 210 AZI - MP3 99 1.2D + 1.5Lm + 1.0Wm 225 AZI - MP1 131 1.2D + 1.5Lm + 1.0Wm 225 AZI - MP3 100 1.2D + 1.5Lm + 1.0Wm 240 AZI - MP1 132 1.2D + 1.5Lm + 1.0Wm 240 AZI - MP3 101 1.2D + 1.5Lm + 1.0Wm 270 AZI - MP1 133 1.2D + 1.5Lm + 1.0Wm 270 AZI - MP3 102 1.2D + 1.5Lm + 1.0Wm 300 AZI - MP1 134 1.2D + 1.5Lm + 1.0Wm 300 AZI - MP3 103 1.2D + 1.5Lm + 1.0Wm 315 AZI - MP1 135 1.2D + 1.5Lm + 1.0Wm 315 AZI - MP3 104 1.2D + 1.5Lm + 1.0Wm 330 AZI - MP1 136 1.2D + 1.5Lm + 1.0Wm 330 AZI - MP3 105 1.2D + 1.5Lm + 1.0Wm 0 AZI - MP2 137 1.2D + 1.5Lm + 1.0Wm 0 AZI - MP4 106 1.2D + 1.5Lm + 1.0Wm 30 AZI - MP2 138 1.2D + 1.5Lm + 1.0Wm 30 AZI - MP4 107 1.2D + 1.5Lm + 1.0Wm 45 AZI - MP2 139 1.2D + 1.5Lm + 1.0Wm 45 AZI - MP4 108 1.2D + 1.5Lm + 1.0Wm 60 AZI - MP2 140 1.2D + 1.5Lm + 1.0Wm 60 AZI - MP4 109 1.2D + 1.5Lm + 1.0Wm 90 AZI - MP2 141 1.2D + 1.5Lm + 1.0Wm 90 AZI - MP4 110 1.2D + 1.5Lm + 1.0Wm 120 AZI - MP2 142 1.2D + 1.5Lm + 1.0Wm 120 AZI - MP4 111 1.2D + 1.5Lm + 1.0Wm 135 AZI - MP2 143 1.2D + 1.5Lm + 1.0Wm 135 AZI - MP4 112 1.2D + 1.5Lm + 1.0Wm 150 AZI - MP2 144 1.2D + 1.5Lm + 1.0Wm 150 AZI - MP4 113 1.2D + 1.5Lm + 1.0Wm 180 AZI - MP2 145 1.2D + 1.5Lm + 1.0Wm 180 AZI - MP4 114 1.2D + 1.5Lm + 1.0Wm 210 AZI - MP2 146 1.2D + 1.5Lm + 1.0Wm 210 AZI - MP4 115 1.2D + 1.5Lm + 1.0Wm 225 AZI - MP2 147 1.2D + 1.5Lm + 1.0Wm 225 AZI - MP4 116 1.2D + 1.5Lm + 1.0Wm 240 AZI - MP2 148 1.2D + 1.5Lm + 1.0Wm 240 AZI - MP4 117 1.2D + 1.5Lm + 1.0Wm 270 AZI - MP2 149 1.2D + 1.5Lm + 1.0Wm 270 AZI - MP4 118 1.2D + 1.5Lm + 1.0Wm 300 AZI - MP2 150 1.2D + 1.5Lm + 1.0Wm 300 AZI - MP4 119 1.2D + 1.5Lm + 1.0Wm 315 AZI - MP2 151 1.2D + 1.5Lm + 1.0Wm 315 AZI - MP4 120 1.2D + 1.5Lm + 1.0Wm 330 AZI - MP2 152 1.2D + 1.5Lm + 1.0Wm 330 AZI - MP4 *This page shows an example of maintenance loads for (4) pipes, the number of mount pipe LCs may vary per site 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 3 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Appurtenance Name Qty.Elevation [ft]--EPA N (ft2)EPA T (ft2)Weight (lbs) AIR 6419 B41_TMO_CCIV2 3 56 No Ice 6.24 2.34 81.84 ------w/ Ice 6.11 2.22 0.00 APXVAALL24_43-U-NA20_TMO 3 56 No Ice 14.67 5.32 149.90 ------w/ Ice 14.58 5.24 0.00 RADIO 4449 B71 B85A_T-MOBILE 3 56 No Ice 1.97 1.59 73.21 ------w/ Ice 1.97 1.59 0.00 RADIO 4460 B2/B25 B66_TMO 3 56 No Ice 2.14 1.69 109.00 ------w/ Ice 2.14 1.69 0.00 No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice EQUIPMENT LOADING 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 4 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Appurtenance Name Qty.Elevation [ft]--EPA N (ft2)EPA T (ft2)Weight (lbs) No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice No Ice ------w/ Ice EQUIPMENT LOADING [CONT.] 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 5 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Appurtenance Name Qty.Elevation [ft]K zt K z K d t d q z [psf] q zi [psf] AIR 6419 B41_TMO_CCIV2 3 56 1.00 1.12 0.95 0.00 24.43 0.00 APXVAALL24_43-U-NA20_TMO 3 56 1.00 1.12 0.95 0.00 24.43 0.00 RADIO 4449 B71 B85A_T-MOBILE3 56 1.00 1.12 0.95 0.00 24.43 0.00 RADIO 4460 B2/B25 B66_TMO 3 56 1.00 1.12 0.95 0.00 24.43 0.00 EQUIPMENT WIND CALCULATIONS 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 6 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Appurtenance Name Qty.--0° 180° 30° 210° 60° 240° 90° 270° 120° 300° 150° 330° AIR 6419 B41_TMO_CCIV2 3 No Ice 137.21 72.89 115.77 51.45 115.77 72.89 ----w/ Ice 0.00 0.00 0.00 0.00 0.00 0.00 APXVAALL24_43-U-NA20_TMO 3 No Ice 322.57 168.37 271.17 116.98 271.17 168.37 ----w/ Ice 0.00 0.00 0.00 0.00 0.00 0.00 RADIO 4449 B71 B85A_T-MOBILE 3 No Ice 43.32 36.99 41.21 34.88 41.21 36.99 ----w/ Ice 0.00 0.00 0.00 0.00 0.00 0.00 RADIO 4460 B2/B25 B66_TMO 3 No Ice 47.04 39.56 44.54 37.07 44.54 39.56 ----w/ Ice 0.00 0.00 0.00 0.00 0.00 0.00 No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice EQUIPMENT LATERAL WIND FORCE CALCULATIONS 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 7 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Appurtenance Name Qty.--0° 180° 30° 210° 60° 240° 90° 270° 120° 300° 150° 330° No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice No Ice ----w/ Ice EQUIPMENT LATERAL WIND FORCE CALCULATIONS [CONT.] 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 8 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Appurtenance Name Qty.Elevation [ft]Weight [lbs] F p [lbs] AIR 6419 B41_TMO_CCIV2 3 56 81.84 51.78 APXVAALL24_43-U-NA20_TMO 3 56 149.9 94.83 RADIO 4449 B71 B85A_T-MOBILE 3 56 73.21 46.32 RADIO 4460 B2/B25 B66_TMO 3 56 109 68.96 EQUIPMENT SEISMIC FORCE CALCULATIONS 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 9 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 **Elevation View Shows Only One Sector ELEVATION VIEW PLAN VIEW *these drawings are intended to show approximate locations of equipment on the mount and should not be used to determine exact placement of equipment or additional hardware MP2MP3MP4 MP1 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 AIR 6419 B41_TMO_CCIV2 3 56 MP1/MP5/MP9 0/120/240 APXVAALL24_43-U-NA20_TMO 3 56 MP4/MP8/MP12 0/120/240 RADIO 4449 B71 B85A_T-MOBILE 3 56 MP3/MP7/MP11 90/210/330 RADIO 4460 B2/B25 B66_TMO 3 56 MP3/MP7/MP11 270/30/150 Equipment AzimuthsMount Pipe PositionsAntenna Centerline Total QuantityEquipment Name 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 January 31, 2024 1.0 ft T-Arms Mount Analysis CCI BU No 825183 Order 663380, Revision 1 Page 7 ENG-FRM-10208, Rev. E APPENDIX C SOFTWARE ANALYSIS OUTPUT 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 (G l ob a l) M ode l S e tti ngs D ispla y S e ctions for M em be r C a lcs M a x Inte rna l S ec tions for M e mbe r C alc s Include S he ar D efo rma tion? Incre a se N a iling C apa city for W ind? Include W arping? T rans L oa d B twn Inters e c ting W ood W all? A re a L oa d M e sh (in^2) M e rge To lera nc e (in) P -D elta A nalys is T ole ra nc e Include P -De lta fo r W a lls ? A utoma tic a lly Ite ra te S tiffnes s fo r W a lls ? M a x Itera tions for W all S tiffne s s G rav ity A c c e lera tion (in/s ec ^2) W a ll M e s h S iz e (in) E igens olution C onv erge nc e T ol. (1 .E -) V e rtic a l A x is G lo bal M em ber O rie nta tion P lane S tatic S olve r D yna mic S olv e r 5 97 Y e s Y e s Y e s Y e s 144 .1 2 0.5 0% Y e s Y e s 3 386.4 24 4 Y X Z S pars e A c c ele rate d A c ce lera ted S o lv er H ot R olle d S tee l C ode A d jus t S tiffnes s ? R IS A C o nne c tio n C o de C old F or me d S te e l C ode W o od C ode W o od Te mp era ture C onc re te C ode M a s onry C o de A luminum C od e S tainles s S tee l C ode A IS C 15 th(3 6 0-1 6): L R F D Y e s (Ite ra tiv e) A IS C 15 th(3 6 0-1 6): L R F D A IS I S 100 -16: L R F D N one < 100F N one N one N one - B uilding N one N um be r of S he ar R egions R egion S pa c ing Incre me nt (in) B ia xia l C olumn M e tho d P a rme B e ta F a cto r (P C A ) C onc re te S tre ss B loc k U se C ra c ke d S e ctions ? U se C ra c ke d S e ctions S la b ? B a d F ra ming W a rning s ? U nus ed F o rc e W a rnings? M in 1 B a r D ia m. S p acing? C onc re te R e ba r S e t M in % S tee l for C o lum n M a x % S te e l for C olumn 4 4 E xa c t Integra tion .6 5 R ec tangula r Y e s N o N o Y e s N o R E B A R _S E T _A S TM A 6 1 5 1 8 R IS A -3D V e rs ion 1 7 .0.4 P a ge 1 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 (G l ob a l) M ode l S e tti ngs , C on ti nu e d S e ism ic C ode S e ism ic B a s e E lev a tio n (in) A d d B a se W eig ht? C t X C t Z T X (s e c ) T Z (s ec ) R X R Z C t E xp. X C t E xp. Z S D 1 S D S S 1 T L (se c) R isk C at D rift C a t A S C E 7 -16 N ot E nte re d Y e s .0 2 .0 2 N ot E nte re d N ot E nte re d 3 3 .7 5 .7 5 1 1 1 5 I o r II O ther O m Z O m X C d Z C d X R ho Z R ho X 1 1 1 1 1 1 Hot R o l l e d S tee l P r ope r ti e s La bel E [k s i]G [ks i]Nu Therm (/1...Den s ity[k/ft^3]Y ield[ks i]R y F u [k s i]R t 1 A 9 92 2 90 0 0 1 11 5 4 .3 .6 5 .49 5 0 1 .1 6 5 1 .1 2 A 3 6 G r.36 2 90 0 0 1 11 5 4 .3 .6 5 .49 3 6 1 .5 5 8 1 .2 3 A 572 G r.50 2 90 0 0 1 11 5 4 .3 .6 5 .49 5 0 1 .1 6 5 1 .1 4 A 50 0 G r.B R ND 2 90 0 0 1 11 5 4 .3 .6 5 .527 4 2 1 .4 5 8 1 .3 5 A 50 0 G r.B R ect 2 90 0 0 1 11 5 4 .3 .6 5 .527 4 6 1 .4 5 8 1 .3 6 A 5 3 G r.B 2 90 0 0 1 11 5 4 .3 .6 5 .49 3 5 1 .6 6 0 1 .2 7 A 1085 2 90 0 0 1 11 5 4 .3 .6 5 .49 5 0 1 .4 6 5 1 .3 8 A 50 0 G r.C R N D 2 90 0 0 1 11 5 4 .3 .6 5 .527 4 6 1 .4 6 2 1 .3 9 A 50 0 G r.C R E C T 2 90 0 0 1 11 5 4 .3 .6 5 .527 5 0 1 .4 6 2 1 .3 1 0 A 913 G r.65 2 90 0 0 1 11 5 4 .3 .6 5 .49 6 5 1 .1 8 0 1 .1 C ol d F or me d S te el P r o pe r ti e s La bel E [k s i]G [ks i]Nu Therm (/1E 5 F )Density[k/ft^3]Y ield[ks i]F u [k s i] 1 A 653 S S G r33 2 95 0 0 11346 .3 .6 5 .49 3 3 45 2 A 653 S S G r50/1 2 95 0 0 11346 .3 .6 5 .49 5 0 65 Hot R o l l e d S tee l S e c ti o n S e ts La bel S hap e Type Des ign Lis t Ma te rial Des ign R ...A [in2]Iyy [in4]Iz z [in4]J [in4 ] 1 L ong S tand off P IP E _3 .0 B e am P ipe A 53 G r.B T ypic a l 2 .07 2.85 2.8 5 5 .6 9 2 S hort S ta ndoff P IP E _2 .5 B e am P ipe A 53 G r.B T ypic a l 1 .61 1.45 1.4 5 2 .8 9 3 M o unt P ip e P IP E _2 .0 B e am B A R A 53 G r.B T ypic a l 1 .02 .6 27 .6 2 7 1 .2 5 4 P la te 8"x1/4 "B e am R E C T A 3 6 G r.3 6 T ypic a l 2 .01 1 0.66 7 .04 1 R IS A -3D V e rs ion 1 7 .0.4 P a ge 2 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 C ol d F or me d S te el S e c ti o n S e ts La bel S hap e Type Des ign Lis t Ma te rial Des ign R ules A [in2]Iyy [in4]Iz z [in4]J [in4 ] 1 C F 1 16 2T 125-1 8 B e am N one A 6 53 S S G r33 T ypica l .07 8 .01 3 .042 9 e-6 J oi nt B ou nda r y C o ndi ti ons J oint Lab el X [k /in]Y [k /in]Z [k/in]X R ot.[k-ft/ra d]Y R ot.[k-ft/ra d]Z R ot.[k-ft/rad ] 1 N 1 R ea ction R ea c tio n R ea c tio n R ea ction R ea c tio n R ea c tio n 2 N 9 R ea ction R ea c tio n R ea c tio n R ea ction R ea c tio n R ea c tio n 3 N 17 R ea ction R ea c tio n R ea c tio n R ea ction R ea c tio n R ea c tio n 4 N 25 R ea ction R ea c tio n R ea c tio n R ea ction R ea c tio n R ea c tio n 5 N 27 R ea ction R ea c tio n R ea c tio n R ea ction R ea c tio n R ea c tio n 6 N 29 R ea ction R ea c tio n R ea c tio n R ea ction R ea c tio n R ea c tio n 7 N 31 R ea ction R ea c tio n R ea c tio n R ea ction R ea c tio n R ea c tio n 8 N 33 R ea ction R ea c tio n R ea c tio n R ea ction R ea c tio n R ea c tio n 9 N 35 R ea ction R ea c tio n R ea c tio n R ea ction R ea c tio n R ea c tio n B a s ic L o a d C a s e s B LC De sc r iption C ate gory X Gr avity Y Gravity Z G ravity J oin t P oint Dis tribut...A rea (Me ...S ur fa c e(... 1 S e lf W e ight D L -1 1 8 2 S tructure W ind Z W L Z 3 0 3 S tructure W ind X W L X 3 0 4 W ind Lo a d 0 A Z I W L Z 3 6 5 W ind Lo a d 30 A ZI N one 3 6 6 W ind Lo a d 45 A ZI N one 3 6 7 W ind Lo a d 60 A ZI N one 3 6 8 W ind Lo a d 90 A ZI W L X 3 6 9 W ind Loa d 120 A Z I N one 3 6 1 0 W ind Loa d 135 A Z I N one 3 6 1 1 W ind Loa d 150 A Z I N one 3 6 1 2 S e ism ic L o ad Z E L Z -.633 1 8 1 3 S e ism ic L o ad X E L X -.63 3 1 8 1 4 M a intena nce Load 1 (Lm )N one 1 1 5 M a intena nce Load 2 (Lm )N one 1 1 6 M a intena nce Load 3 (Lm )N one 1 1 7 M a intena nce Load 4 (Lm )N one 1 1 8 M a intena nce Load 5 (Lm )N one 1 1 9 M a intena nce Load 6 (Lm )N one 1 2 0 M a intena nce Load 7 (Lm )N one 1 2 1 M a intena nce Load 8 (Lm )N one 1 2 2 M a intena nce Load 9 (Lm )N one 1 2 3 M a intena nc e Lo ad 10 (L m)N one 1 2 4 M a intena nc e Lo ad 11 (L m)N one 1 2 5 M a intena nc e Lo ad 12 (L m)N one 1 L o a d C om bi na tio ns Des c rip tion S o...P ...S ...B LC F ac...B LC F ac...B LC F ac...B LC F ac...B LC F ac ...B LC F ac ...B LC F ac...B LC F ac...B LC F ac...B LC F ac... 1 1.4 DL Y es Y D L 1.4 2 1 .2DL + 1 W L 0 A Z I Y es Y D L 1.2 2 1 3 4 1 R IS A -3D V e rs ion 1 7 .0.4 P a ge 3 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 L o a d C om bi na tio ns (C o ntin ue d) Des c rip tion S o...P ...S ...B LC F ac...B LC F ac...B LC F ac...B LC F ac...B LC F ac ...B LC F ac ...B LC F ac...B LC F ac...B LC F ac...B LC F ac... 3 1.2 DL + 1 W L 3 0 A ZI Y es Y D L 1.2 2 .86 6 3 .5 5 1 4 1.2 DL + 1 W L 4 5 A ZI Y es Y D L 1.2 2 .70 7 3 .70 7 6 1 5 1.2 DL + 1 W L 6 0 A ZI Y es Y D L 1.2 2 .5 3 .86 6 7 1 6 1.2 DL + 1 W L 9 0 A ZI Y es Y D L 1.2 2 3 1 8 1 7 1.2DL + 1 W L 1 20 AZI Y es Y D L 1.2 2 -.5 3 .86 6 9 1 8 1.2DL + 1 W L 1 35 AZI Y es Y D L 1.2 2 -.7 07 3 .70 7 1 0 1 9 1.2DL + 1 W L 1 50 AZI Y es Y D L 1.2 2 -.8 66 3 .5 1 1 1 1 0 1.2DL + 1 W L 1 80 AZI Y es Y D L 1.2 2 -1 3 4 -1 1 1 1.2DL + 1 W L 2 10 AZI Y es Y D L 1.2 2 -.8 66 3 -.5 5 -1 1 2 1.2DL + 1 W L 2 25 AZI Y es Y D L 1.2 2 -.7 07 3 -.7 07 6 -1 1 3 1.2DL + 1 W L 2 40 AZI Y es Y D L 1.2 2 -.5 3 -.8 66 7 -1 1 4 1.2DL + 1 W L 2 70 AZI Y es Y D L 1.2 2 3 -1 8 -1 1 5 1.2DL + 1 W L 3 00 AZI Y es Y D L 1.2 2 .5 3 -.8 66 9 -1 1 6 1.2DL + 1 W L 3 15 AZI Y es Y D L 1.2 2 .70 7 3 -.7 07 1 0 -1 1 7 1.2DL + 1 W L 3 30 AZI Y es Y D L 1.2 2 .86 6 3 -.5 1 1 -1 1 8 0 .9DL + 1 W L 0 A Z I Y es Y D L .9 2 1 3 4 1 1 9 0.9 DL + 1 W L 3 0 A ZI Y es Y D L .9 2 .86 6 3 .5 5 1 2 0 0.9 DL + 1 W L 4 5 A ZI Y es Y D L .9 2 .70 7 3 .70 7 6 1 2 1 0.9 DL + 1 W L 6 0 A ZI Y es Y D L .9 2 .5 3 .86 6 7 1 2 2 0.9 DL + 1 W L 9 0 A ZI Y es Y D L .9 2 3 1 8 1 2 3 0.9DL + 1 W L 1 20 AZI Y es Y D L .9 2 -.5 3 .86 6 9 1 2 4 0.9DL + 1 W L 1 35 AZI Y es Y D L .9 2 -.7 07 3 .70 7 1 0 1 2 5 0.9DL + 1 W L 1 50 AZI Y es Y D L .9 2 -.8 66 3 .5 1 1 1 2 6 0.9DL + 1 W L 1 80 AZI Y es Y D L .9 2 -1 3 4 -1 2 7 0.9DL + 1 W L 2 10 AZI Y es Y D L .9 2 -.8 66 3 -.5 5 -1 2 8 0.9DL + 1 W L 2 25 AZI Y es Y D L .9 2 -.7 07 3 -.7 07 6 -1 2 9 0.9DL + 1 W L 2 40 AZI Y es Y D L .9 2 -.5 3 -.8 66 7 -1 3 0 0.9DL + 1 W L 2 70 AZI Y es Y D L .9 2 3 -1 8 -1 3 1 0.9DL + 1 W L 3 00 AZI Y es Y D L .9 2 .5 3 -.8 66 9 -1 3 2 0.9DL + 1 W L 3 15 AZI Y es Y D L .9 2 .70 7 3 -.7 07 1 0 -1 3 3 0.9DL + 1 W L 3 30 AZI Y es Y D L .9 2 .86 6 3 -.5 1 1 -1 3 4 (1 .2+0 .2 S ds )DL + 1 E 0 ...Y es Y D L 1.4...12 1 1 3 3 5 (1 .2+0 .2 S ds )DL + 1 E 3 ...Y es Y D L 1.4...12 .86 6 1 3 .5 3 6 (1 .2+0 .2 S ds )DL + 1 E 4 ...Y es Y D L 1.4...12 .70 7 1 3 .70 7 3 7 (1 .2+0 .2 S ds )DL + 1 E 6 ...Y es Y D L 1.4...12 .5 1 3 .86 6 3 8 (1 .2+0 .2 S ds )DL + 1 E 9 ...Y es Y D L 1.4...12 1 3 1 3 9 (1 .2+0 .2 S ds )DL + 1 E 1 ...Y es Y D L 1.4...12 -.5 1 3 .86 6 4 0 (1 .2+0 .2 S ds )DL + 1 E 1 ...Y es Y D L 1.4...12 -.7 07 1 3 .70 7 4 1 (1 .2+0 .2 S ds )DL + 1 E 1 ...Y es Y D L 1.4...12 -.8 66 1 3 .5 4 2 (1 .2+0 .2 S ds )DL + 1 E 1 ...Y es Y D L 1.4...12 -1 1 3 4 3 (1 .2+0 .2 S ds )DL + 1 E 2 ...Y es Y D L 1.4...12 -.8 66 1 3 -.5 4 4 (1 .2+0 .2 S ds )DL + 1 E 2 ...Y es Y D L 1.4...12 -.7 07 1 3 -.7 07 4 5 (1 .2+0 .2 S ds )DL + 1 E 2 ...Y es Y D L 1.4...12 -.5 1 3 -.8 66 4 6 (1 .2+0 .2 S ds )DL + 1 E 2 ...Y es Y D L 1.4...12 1 3 -1 4 7 (1 .2+0 .2 S ds )DL + 1 E 3 ...Y es Y D L 1.4...12 .5 1 3 -.8 66 4 8 (1 .2+0 .2 S ds )DL + 1 E 3 ...Y es Y D L 1.4...12 .70 7 1 3 -.7 07 4 9 (1 .2+0 .2 S ds )DL + 1 E 3 ...Y es Y D L 1.4...12 .86 6 1 3 -.5 5 0 (0 .9-0.2 Sd s )D L + 1E 0 ...Y es Y D L .68 9 12 1 1 3 5 1 (0 .9-0.2 Sd s )D L + 1E 3...Y es Y D L .68 9 12 .86 6 1 3 .5 5 2 (0 .9-0.2 Sd s )D L + 1E 4...Y es Y D L .68 9 12 .70 7 1 3 .70 7 5 3 (0 .9-0.2 Sd s )D L + 1E 6...Y es Y D L .68 9 12 .5 1 3 .86 6 5 4 (0 .9-0.2 Sd s )D L + 1E 9...Y es Y D L .68 9 12 1 3 1 R IS A -3D V e rs ion 1 7 .0.4 P a ge 4 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 L o a d C om bi na tio ns (C o ntin ue d) Des c rip tion S o...P ...S ...B LC F ac...B LC F ac...B LC F ac...B LC F ac...B LC F ac ...B LC F ac ...B LC F ac...B LC F ac...B LC F ac...B LC F ac... 5 5 (0 .9-0.2 Sd s )D L + 1E 1...Y es Y D L .68 9 12 -.5 1 3 .86 6 5 6 (0 .9-0.2 Sd s )D L + 1E 1...Y es Y D L .68 9 12 -.7 07 1 3 .70 7 5 7 (0 .9-0.2 Sd s )D L + 1E 1...Y es Y D L .68 9 12 -.8 66 1 3 .5 5 8 (0 .9-0.2 Sd s )D L + 1E 1...Y es Y D L .68 9 12 -1 1 3 5 9 (0 .9-0.2 Sd s )D L + 1E 2...Y es Y D L .68 9 12 -.8 66 1 3 -.5 6 0 (0 .9-0.2 Sd s )D L + 1E 2...Y es Y D L .68 9 12 -.7 07 1 3 -.7 07 6 1 (0 .9-0.2 Sd s )D L + 1E 2...Y es Y D L .68 9 12 -.5 1 3 -.8 66 6 2 (0 .9-0.2 Sd s )D L + 1E 2...Y es Y D L .68 9 12 1 3 -1 6 3 (0 .9-0.2 Sd s )D L + 1E 3...Y es Y D L .68 9 12 .5 1 3 -.8 66 6 4 (0 .9-0.2 Sd s )D L + 1E 3...Y es Y D L .68 9 12 .70 7 1 3 -.7 07 6 5 (0 .9-0.2 Sd s )D L + 1E 3...Y es Y D L .68 9 12 .86 6 1 3 -.5 6 6 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 .1 3 4 .1 6 7 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 .08 6 3 .0 5 5 .1 6 8 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 .07 1 3 .071 6 .1 6 9 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 .05 3 .086 7 .1 7 0 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 3 .1 8 .1 7 1 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 -.05 3 .086 9 .1 7 2 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 -.0 71 3 .071 1 0 .1 7 3 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 -.0 86 3 .0 5 1 1 .1 7 4 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 -.1 3 4 -.1 7 5 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 -.0 86 3 -.05 5 -.1 7 6 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 -.0 71 3 -.0 71 6 -.1 7 7 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 -.05 3 -.0 86 7 -.1 7 8 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 3 -.1 8 -.1 7 9 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 .05 3 -.0 86 9 -.1 8 0 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 .07 1 3 -.0 71 1 0 -.1 8 1 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 14 1 .5 2 .08 6 3 -.05 1 1 -.1 8 2 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 .1 3 4 .1 8 3 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 .08 6 3 .0 5 5 .1 8 4 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 .07 1 3 .071 6 .1 8 5 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 .05 3 .086 7 .1 8 6 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 3 .1 8 .1 8 7 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 -.05 3 .086 9 .1 8 8 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 -.0 71 3 .071 1 0 .1 8 9 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 -.0 86 3 .0 5 1 1 .1 9 0 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 -.1 3 4 -.1 9 1 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 -.0 86 3 -.05 5 -.1 9 2 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 -.0 71 3 -.0 71 6 -.1 9 3 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 -.05 3 -.0 86 7 -.1 9 4 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 3 -.1 8 -.1 9 5 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 .05 3 -.0 86 9 -.1 9 6 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 .07 1 3 -.0 71 1 0 -.1 9 7 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 15 1 .5 2 .08 6 3 -.05 1 1 -.1 9 8 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 .1 3 4 .1 9 9 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 .08 6 3 .0 5 5 .1 100 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 .07 1 3 .071 6 .1 101 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 .05 3 .086 7 .1 102 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 3 .1 8 .1 103 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 -.05 3 .086 9 .1 104 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 -.0 71 3 .071 1 0 .1 105 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 -.0 86 3 .0 5 1 1 .1 106 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 -.1 3 4 -.1 R IS A -3D V e rs ion 1 7 .0.4 P a ge 5 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 L o a d C om bi na tio ns (C o ntin ue d) Des c rip tion S o...P ...S ...B LC F ac...B LC F ac...B LC F ac...B LC F ac...B LC F ac ...B LC F ac ...B LC F ac...B LC F ac...B LC F ac...B LC F ac... 107 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 -.0 86 3 -.05 5 -.1 108 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 -.0 71 3 -.0 71 6 -.1 109 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 -.05 3 -.0 86 7 -.1 110 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 3 -.1 8 -.1 111 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 .05 3 -.0 86 9 -.1 112 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 .07 1 3 -.0 71 1 0 -.1 113 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 16 1 .5 2 .08 6 3 -.05 1 1 -.1 114 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 .1 3 4 .1 115 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 .08 6 3 .0 5 5 .1 116 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 .07 1 3 .071 6 .1 117 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 .05 3 .086 7 .1 118 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 3 .1 8 .1 119 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 -.05 3 .086 9 .1 120 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 -.0 71 3 .071 1 0 .1 121 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 -.0 86 3 .0 5 1 1 .1 122 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 -.1 3 4 -.1 123 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 -.0 86 3 -.05 5 -.1 124 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 -.0 71 3 -.0 71 6 -.1 125 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 -.05 3 -.0 86 7 -.1 126 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 3 -.1 8 -.1 127 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 .05 3 -.0 86 9 -.1 128 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 .07 1 3 -.0 71 1 0 -.1 129 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 17 1 .5 2 .08 6 3 -.05 1 1 -.1 130 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 .1 3 4 .1 131 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 .08 6 3 .0 5 5 .1 132 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 .07 1 3 .071 6 .1 133 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 .05 3 .086 7 .1 134 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 3 .1 8 .1 135 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 -.05 3 .086 9 .1 136 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 -.0 71 3 .071 1 0 .1 137 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 -.0 86 3 .0 5 1 1 .1 138 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 -.1 3 4 -.1 139 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 -.0 86 3 -.05 5 -.1 140 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 -.0 71 3 -.0 71 6 -.1 141 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 -.05 3 -.0 86 7 -.1 142 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 3 -.1 8 -.1 143 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 .05 3 -.0 86 9 -.1 144 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 .07 1 3 -.0 71 1 0 -.1 145 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 18 1 .5 2 .08 6 3 -.05 1 1 -.1 146 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 .1 3 4 .1 147 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 .08 6 3 .0 5 5 .1 148 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 .07 1 3 .071 6 .1 149 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 .05 3 .086 7 .1 150 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 3 .1 8 .1 151 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 -.05 3 .086 9 .1 152 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 -.0 71 3 .071 1 0 .1 153 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 -.0 86 3 .0 5 1 1 .1 154 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 -.1 3 4 -.1 155 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 -.0 86 3 -.05 5 -.1 156 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 -.0 71 3 -.0 71 6 -.1 157 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 -.05 3 -.0 86 7 -.1 158 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 3 -.1 8 -.1 R IS A -3D V e rs ion 1 7 .0.4 P a ge 6 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 L o a d C om bi na tio ns (C o ntin ue d) Des c rip tion S o...P ...S ...B LC F ac...B LC F ac...B LC F ac...B LC F ac...B LC F ac ...B LC F ac ...B LC F ac...B LC F ac...B LC F ac...B LC F ac... 159 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 .05 3 -.0 86 9 -.1 160 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 .07 1 3 -.0 71 1 0 -.1 161 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 19 1 .5 2 .08 6 3 -.05 1 1 -.1 162 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 .1 3 4 .1 163 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 .08 6 3 .0 5 5 .1 164 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 .07 1 3 .071 6 .1 165 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 .05 3 .086 7 .1 166 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 3 .1 8 .1 167 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 -.05 3 .086 9 .1 168 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 -.0 71 3 .071 1 0 .1 169 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 -.0 86 3 .0 5 1 1 .1 170 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 -.1 3 4 -.1 171 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 -.0 86 3 -.05 5 -.1 172 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 -.0 71 3 -.0 71 6 -.1 173 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 -.05 3 -.0 86 7 -.1 174 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 3 -.1 8 -.1 175 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 .05 3 -.0 86 9 -.1 176 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 .07 1 3 -.0 71 1 0 -.1 177 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 20 1 .5 2 .08 6 3 -.05 1 1 -.1 178 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 .1 3 4 .1 179 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 .08 6 3 .0 5 5 .1 180 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 .07 1 3 .071 6 .1 181 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 .05 3 .086 7 .1 182 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 3 .1 8 .1 183 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 -.05 3 .086 9 .1 184 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 -.0 71 3 .071 1 0 .1 185 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 -.0 86 3 .0 5 1 1 .1 186 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 -.1 3 4 -.1 187 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 -.0 86 3 -.05 5 -.1 188 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 -.0 71 3 -.0 71 6 -.1 189 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 -.05 3 -.0 86 7 -.1 190 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 3 -.1 8 -.1 191 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 .05 3 -.0 86 9 -.1 192 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 .07 1 3 -.0 71 1 0 -.1 193 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 21 1 .5 2 .08 6 3 -.05 1 1 -.1 194 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 .1 3 4 .1 195 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 .08 6 3 .0 5 5 .1 196 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 .07 1 3 .071 6 .1 197 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 .05 3 .086 7 .1 198 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 3 .1 8 .1 199 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 -.05 3 .086 9 .1 200 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 -.0 71 3 .071 1 0 .1 201 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 -.0 86 3 .0 5 1 1 .1 202 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 -.1 3 4 -.1 203 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 -.0 86 3 -.05 5 -.1 204 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 -.0 71 3 -.0 71 6 -.1 205 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 -.05 3 -.0 86 7 -.1 206 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 3 -.1 8 -.1 207 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 .05 3 -.0 86 9 -.1 208 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 .07 1 3 -.0 71 1 0 -.1 209 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 22 1 .5 2 .08 6 3 -.05 1 1 -.1 210 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 .1 3 4 .1 R IS A -3D V e rs ion 1 7 .0.4 P a ge 7 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 L o a d C om bi na tio ns (C o ntin ue d) Des c rip tion S o...P ...S ...B LC F ac...B LC F ac...B LC F ac...B LC F ac...B LC F ac ...B LC F ac ...B LC F ac...B LC F ac...B LC F ac...B LC F ac... 211 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 .08 6 3 .0 5 5 .1 212 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 .07 1 3 .071 6 .1 213 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 .05 3 .086 7 .1 214 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 3 .1 8 .1 215 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 -.05 3 .086 9 .1 216 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 -.0 71 3 .071 1 0 .1 217 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 -.0 86 3 .0 5 1 1 .1 218 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 -.1 3 4 -.1 219 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 -.0 86 3 -.05 5 -.1 220 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 -.0 71 3 -.0 71 6 -.1 221 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 -.05 3 -.0 86 7 -.1 222 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 3 -.1 8 -.1 223 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 .05 3 -.0 86 9 -.1 224 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 .07 1 3 -.0 71 1 0 -.1 225 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 23 1 .5 2 .08 6 3 -.05 1 1 -.1 226 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 .1 3 4 .1 227 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 .08 6 3 .0 5 5 .1 228 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 .07 1 3 .071 6 .1 229 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 .05 3 .086 7 .1 230 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 3 .1 8 .1 231 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 -.05 3 .086 9 .1 232 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 -.0 71 3 .071 1 0 .1 233 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 -.0 86 3 .0 5 1 1 .1 234 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 -.1 3 4 -.1 235 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 -.0 86 3 -.05 5 -.1 236 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 -.0 71 3 -.0 71 6 -.1 237 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 -.05 3 -.0 86 7 -.1 238 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 3 -.1 8 -.1 239 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 .05 3 -.0 86 9 -.1 240 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 .07 1 3 -.0 71 1 0 -.1 241 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 24 1 .5 2 .08 6 3 -.05 1 1 -.1 242 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 .1 3 4 .1 243 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 .08 6 3 .0 5 5 .1 244 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 .07 1 3 .071 6 .1 245 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 .05 3 .086 7 .1 246 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 3 .1 8 .1 247 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 -.05 3 .086 9 .1 248 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 -.0 71 3 .071 1 0 .1 249 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 -.0 86 3 .0 5 1 1 .1 250 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 -.1 3 4 -.1 251 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 -.0 86 3 -.05 5 -.1 252 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 -.0 71 3 -.0 71 6 -.1 253 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 -.05 3 -.0 86 7 -.1 254 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 3 -.1 8 -.1 255 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 .05 3 -.0 86 9 -.1 256 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 .07 1 3 -.0 71 1 0 -.1 257 1.2 DL + 1.5Lm + 1W m ...Y es Y D L 1.2 25 1 .5 2 .08 6 3 -.05 1 1 -.1 R IS A -3D V e rs ion 1 7 .0.4 P a ge 8 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 E n ve l o p e J oi n t R e a c ti on s J oint X [lb ]LC Y [lb ]LC Z [lb]LC MX [lb-ft]LC MY [lb-ft]LC MZ [lb-ft]LC 1 N 1 ma x 509.0 27 22 772.3 51 163 3 84 .02 19 3848 .644 171 2509 .228 30 127.1 6 1 189 2 min -509.0 27 14 2 28 .19 58 -384.02 11 1101 .594 50 -2 50 6.3 55 6 -197.7 5 5 166 3 N 9 ma x 381.5 91 21 772.3 41 200 530.9 5 3 18 -568.27 54 2597.2 5 3 -943.8 5 9 55 4 min -381.5 91 13 228.1 88 63 -530.9 5 3 10 -2 09 5.2 31 207 -2 59 4.5 29 27 -3 39 6.4 64 225 5 N 17 ma x 459.3 89 23 772.3 41 254 452.4 3 1 33 -533.1 5 3 62 2597 .372 9 3431 .638 230 6 min -459.3 89 15 228.1 88 53 -452.4 3 1 9 -2 03 4.2 75 246 -2 59 4.1 75 33 964.1 3 4 61 7 N 25 ma x 5 9.703 22 428.8 89 81 5 0.136 18 -70.991 59 1 54 .98 23 553.5 4 8 67 8 min -5 9.703 14 3 0.947 50 -50.136 10 -1 18 7.0 87 67 -154.9 8 9 15 3 3.102 58 9 N 27 ma x 150.0 58 22 647.5 41 97 143.6 8 4 50 -196.1 1 8 50 431.0 0 9 53 3 2.341 62 1 0 min -150.0 58 14 156.5 11 50 -143.6 8 4 42 -1826 .6 90 -430.8 6 4 45 -863.27 86 1 1 N 29 ma x 5 7.979 22 428.8 89 113 5 3.122 18 1072 .932 104 153.2 7 1 29 751.2 7 5 105 1 2 min -5 7.979 14 3 0.947 50 -53.122 10 6 4.163 64 -153.2 9 3 5 4 4.927 50 1 3 N 31 ma x 143.6 84 54 647.5 41 129 147.2 3 5 18 317.7 6 5 34 431.0 1 9 58 2007 .213 126 1 4 min -143.6 84 46 156.5 11 50 -147.2 3 5 10 -190.79 58 -430.8 7 4 34 238.5 4 2 54 1 5 N 33 ma x 4 3.501 22 428.8 89 145 6 1.481 18 114.1 5 7 143 160.9 1 2 18 -78.032 54 1 6 min -4 3.501 14 3 0.947 50 -61.481 10 6 .8 22 57 -160.9 3 1 10 -1 30 4.8 14 142 1 7 N 35 ma x 143.6 84 54 647.5 41 161 143.6 8 4 50 1655 .114 146 4 31 .01 63 -38.977 62 1 8 min -143.6 84 46 156.5 11 50 -143.6 8 4 42 1 54 .97 58 -430.8 6 5 39 -1 16 2.3 16 150 1 9 T otals :ma x 1900 .318 22 2552 .941 42 1907 .047 18 2 0 min -1 90 0.3 18 14 1246.94 50 -1 90 7.0 48 10 E n ve l o p e A IS C 1 5th (36 0-16): L R F D S te el C o d e C h e c k s Me mbe r S hape C od ...Lo c[in]LC S hea r ...Lo c [in]Dir LC phi*P nc [...ph i*P nt [l...phi*Mn y...phi*Mn z ...C b E qn 1 M 9 P IP E _3 .0 .671 0 232 .078 0 241 5703 7.4 72 6 52 0 5 5 74 8.7 5 5 74 8 .75 1....H 1-1b 2 M 5 P IP E _3 .0 .671 0 194 .078 0 203 5703 7.4 72 6 52 0 5 5 74 8.7 5 5 74 8 .75 1....H 1-1b 3 M 1 P IP E _3 .0 .671 0 173 .078 0 166 5703 7.4 72 6 52 0 5 5 74 8.7 5 5 74 8 .75 1....H 1-1b 4 M 1 4 P IP E _2 .5 .560 0 88 .096 0 3 7 4681 0.6 75 5 07 1 5 3 59 6.2 5 3 59 6 .25 1....H 1-1b 5 M 1 8 P IP E _2 .5 .560 0 147 .096 0 4 7 4681 0.6 75 5 07 1 5 3 59 6.2 5 3 59 6 .25 1....H 1-1b 6 M 1 6 P IP E _2 .5 .560 0 126 .096 0 4 2 4681 0.6 75 5 07 1 5 3 59 6.2 5 3 59 6 .25 1....H 1-1b 7 M P 4 P IP E _2 .0 .371 4 8 26 .019 48 1 0 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 8 M P 8 P IP E _2 .0 .371 4 8 21 .019 48 5 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 9 M P 1 2 P IP E _2 .0 .371 4 8 31 .019 48 1 5 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 1 0 M 1 5 P IP E _2 .5 .364 0 104 .028 0 102 4681 0.6 75 5 07 1 5 3 59 6.2 5 3 59 6 .25 1....H 1-1b 1 1 M 1 3 P IP E _2 .5 .364 0 68 .028 0 7 0 4681 0.6 75 5 07 1 5 3 59 6.2 5 3 59 6 .25 1....H 1-1b 1 2 M 1 7 P IP E _2 .5 .364 0 141 .028 0 138 4681 0.6 75 5 07 1 5 3 59 6.2 5 3 59 6 .25 1....H 1-1b 1 3 M 6 8"x1/4 ".326 7.625 16 .301 7.6 25 y 201 1011 8.7 98 6 48 0 0 3 37 .5 90 72 .496 1....H 1-1b 1 4 M 2 8"x1/4 ".323 7.625 11 .301 7.6 25 y 163 1011 8.7 98 6 48 0 0 3 37 .5 90 91 .328 1....H 1-1b 1 5 M 1 0 8"x1/4 ".322 7.625 6 .301 7.6 25 y 238 1011 8.7 98 6 48 0 0 3 37 .5 90 91 .328 1....H 1-1b 1 6 M P 1 1 P IP E _2 .0 .145 4 8 46 .013 48 4 6 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 1 7 M P 7 P IP E _2 .0 .145 4 8 35 .013 48 3 5 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 1 8 M P 3 P IP E _2 .0 .145 4 8 41 .013 48 4 1 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 1 9 M P 1 P IP E _2 .0 .078 4 8 10 .009 48 1 0 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 2 0 M P 9 P IP E _2 .0 .078 4 8 15 .009 48 1 5 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1.8 H 1-1b 2 1 M P 5 P IP E _2 .0 .078 4 8 5 .009 48 5 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 2 2 M P 6 P IP E _2 .0 .023 4 8 6 .002 48 6 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 2 3 M P 1 0 P IP E _2 .0 .023 4 8 16 .002 48 1 6 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b 2 4 M P 2 P IP E _2 .0 .023 4 8 11 .002 48 1 1 1491 6.0 96 3 21 3 0 18 71 .62 5 18 71 .625 1....H 1-1b R IS A -3D V e rs ion 1 7 .0.4 P a ge 9 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 C om pan y :Trylo n J an 31 , 20 24 2:0 3 P MDesigner:S MM J ob Num be r :2358 28 C hecke d B y:_____ Mo del Na me :8251 83 E n ve l o p e A IS I S 100-16: L R F D C o l d F or me d S te e l C o de C he c k s Me mbe r S hap e C od e ...Lo c[in]LC S hea r ...Lo c[in]Dir LC phi*P n[lb ]ph i*Tn[l b]phi*Mny...phi*Mnz ...ph i*V ...phi*V ...C b E qn N o Da ta to P rint ... R IS A -3D V e rs ion 1 7 .0.4 P a ge 1 0 [C :\...\...\...\...\8 25 183\M A _01-31-2024\R IS A or TN X \8 25183_loa ded.r3 d] 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 January 31, 2024 1.0 ft T-Arms Mount Analysis CCI BU No 825183 Order 663380, Revision 1 Page 8 ENG-FRM-10208, Rev. E APPENDIX D ADDITIONAL CALCULATIONS 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Cre a t e d w i t h P T C M a t h c a d E x p r e s s . S e e w w w . m a t h c a d . c o m f o r m o r e i n f o r m a t i o n . Standoff Pipe Fillet Weld Check Known/Assumptions: ≔Fexx 70 ksi (assumed weld electrode str.) ≔R 3.5 in (Radius of weld) ≔a 0.25 in (design weld size ) ≔Lw =⋅2 π R 21.991 in (length of weld) ≔ϕ 0.75 (applicable reduction factor) Joint Reactions per RISA 3D (Envelope Reactions): ≔Fx 45.853 lbf ≔Mx ⋅3847.8 lbf ft ≔Fy 772.709 lbf ≔My ⋅223.392 lbf ft ≔Fz 26.437 lbf ≔Mz ⋅197.093 lbf ft Weld Property Calculations : ≔cx =R 3.5 in (radial distance from CG to point on weld remote from CG, x-x Direction) ≔cy =R 3.5 in (radial distance from CG to point on weld remote from CG, y-y Direction) ≔Ixx =⋅π R 3 134.696 in 3 (moment of inertia about CG x-x axis) ≔Iyy =⋅π R 3 134.696 in 3 (moment of inertia about CG y-y axis) ≔Ip =⋅2 π R 3 269.392 in 3 (polar moment of inertia about CG of weld) Weld Strength Calculations and Results (Eccentric Elastic Method per AISC 14th Ed., Part 8): ≔Rfx =――Fx Lw 2.085 ――lbf in ≔Rmx =――― ⎛⎝⋅Mz cy⎞⎠ Ip 30.728 ――lbf in ≔Rfy =――Fy Lw 35.137 ――lbf in ≔Rmy =――― ⎛⎝⋅Mz cx⎞⎠ Ip 30.728 ――lbf in ≔Rfz =――Fz Lw 1.202 ――lbf in 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Cre a t e d w i t h P T C M a t h c a d E x p r e s s . S e e w w w . m a t h c a d . c o m f o r m o r e i n f o r m a t i o n . ≔Rfz =――Fz Lw 1.202 ――lbf in ≔Rmz_top =―――⋅Mx cy Ixx ⎛⎝⋅1.2 10 3 ⎞⎠――lbf in ≔Rmz_side =―――⋅My cx Iyy 69.657 ――lbf in (Total Demand) ≔Ru_top =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾++⎛⎝+||Rfx||||Rmx||⎞⎠2 Rfy 2 ⎛⎝+Rfz Rmz_top⎞⎠2 1201.961 ――lbf in ≔Ru_side =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾++Rfx 2 ⎛⎝+||Rfy||||Rmy||⎞⎠2 ⎛⎝+Rfz Rmz_side⎞⎠2 96.766 ――lbf in ≔Ru =max ⎛⎝,Ru_top Ru_side⎞⎠⎛⎝⋅1.202 10 3 ⎞⎠――lbf in (Capacity of Weld) ≔ϕRnw =⋅⋅⋅⋅ϕ 0.60 Fexx ――‾‾2 2 a 5568.466 ――lbf in (Demand to capacity ratio) ∴≔DCR =――Ru ϕRnw %21.6 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Cre a t e d w i t h P T C M a t h c a d E x p r e s s . S e e w w w . m a t h c a d . c o m f o r m o r e i n f o r m a t i o n . Standoff Pipe Fillet Weld Check Known/Assumptions: ≔Fexx 70 ksi (assumed weld electrode str.) ≔R 2.875 in (Radius of weld) ≔a 0.25 in (design weld size ) ≔Lw =⋅2 π R 18.064 in (length of weld) ≔ϕ 0.75 (applicable reduction factor) Joint Reactions per RISA 3D (Envelope Reactions): ≔Fx 5.089 lbf ≔Mx ⋅2014.755 lbf ft ≔Fy 647.432 lbf ≔My ⋅14.518 lbf ft ≔Fz 12.588 lbf ≔Mz ⋅5.599 lbf ft Weld Property Calculations : ≔cx =R 2.875 in (radial distance from CG to point on weld remote from CG, x-x Direction) ≔cy =R 2.875 in (radial distance from CG to point on weld remote from CG, y-y Direction) ≔Ixx =⋅π R 3 74.656 in 3 (moment of inertia about CG x-x axis) ≔Iyy =⋅π R 3 74.656 in 3 (moment of inertia about CG y-y axis) ≔Ip =⋅2 π R 3 149.312 in 3 (polar moment of inertia about CG of weld) Weld Strength Calculations and Results (Eccentric Elastic Method per AISC 14th Ed., Part 8): ≔Rfx =――Fx Lw 0.282 ――lbf in ≔Rmx =――― ⎛⎝⋅Mz cy⎞⎠ Ip 1.294 ――lbf in ≔Rfy =――Fy Lw 35.841 ――lbf in ≔Rmy =――― ⎛⎝⋅Mz cx⎞⎠ Ip 1.294 ――lbf in ≔Rfz =――Fz Lw 0.697 ――lbf in 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Cre a t e d w i t h P T C M a t h c a d E x p r e s s . S e e w w w . m a t h c a d . c o m f o r m o r e i n f o r m a t i o n . ≔Rfz =――Fz Lw 0.697 ――lbf in ≔Rmz_top =―――⋅Mx cy Ixx 931.061 ――lbf in ≔Rmz_side =―――⋅My cx Iyy 6.709 ――lbf in (Total Demand) ≔Ru_top =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾++⎛⎝+||Rfx||||Rmx||⎞⎠2 Rfy 2 ⎛⎝+Rfz Rmz_top⎞⎠2 932.448 ――lbf in ≔Ru_side =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾++Rfx 2 ⎛⎝+||Rfy||||Rmy||⎞⎠2 ⎛⎝+Rfz Rmz_side⎞⎠2 37.867 ――lbf in ≔Ru =max ⎛⎝,Ru_top Ru_side⎞⎠932.448 ――lbf in (Capacity of Weld) ≔ϕRnw =⋅⋅⋅⋅ϕ 0.60 Fexx ――‾‾2 2 a 5568.466 ――lbf in (Demand to capacity ratio) ∴≔DCR =――Ru ϕRnw %16.7 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 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 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 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 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 2210 3%4 N Grand Ave Unit# WCC01 - 1011184045/30/2024 Revision to 101118404 (issued on 5/3/24) APPROVALS for REV1 #101122299: PLNG - H. Jacinto BLDG - J. Lo 2210 3%4 N Grand Ave Unit# WCC01 - REV 1 3/4/2025 EXISTING ANTENNA LAYOUT PLAN AND ANTENNA SCHEDULE Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS A-3 11/12/2024 6 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 655 N. CENTRAL AVE SUITE 1520 GLENDALE, CA 91203 OFFICE: (949) 202-4913 FAX: (818) 840-0708 655 N. CENTRAL AVE SUITE 1520 GLENDALE, CA 91203 OFFICE: (949) 202-4913 FAX: (818) 840-0708 (E) ANTENNA LAYOUT PLAN 1 N 6 2210 3%4 N Grand Ave Unit# WCC01 - REV 1 3/4/2025 2210 3%4 N Grand Ave Unit# WCC01 - REV 1 3/4/2025 2210 3%4 N Grand Ave Unit# WCC01 - REV 1 3/4/2025 2210 3%4 N Grand Ave Unit# WCC01 - REV 1 3/4/2025 2210 3%4 N Grand Ave Unit# WCC01 - REV 1 3/4/2025 DETAIL AND SPECIFICATION Stick Together CONSTRUCTION SITE NUMBER: SITE NAME: LA3642 SCE LAVETA SUB CS D-4 11/12/2024 6 LA23642A 2210 3/4 N. GRAND AVE.SANTA ANA, CA 92705 CROWN BU: 825183 655 N. CENTRAL AVE SUITE 1520 GLENDALE, CA 91203 OFFICE: (949) 202-4913 FAX: (818) 840-0708 655 N. CENTRAL AVE SUITE 1520 GLENDALE, CA 91203 OFFICE: (949) 202-4913 FAX: (818) 840-0708 SITE PRO1 RMV12-4XX T-ARM DETAIL A B C 17 3 1 19 3 X-SP216 LARGE SUPPORT CROSS PLATE 20.83 62.48 18 9 X-SP219 SMALL SUPPORT CROSS PLATE 8.250 in 8.61 77.50 17 9 A B C D 16 3 P3150 3-1/2" X 150" SCH 40 GALVANIZED PIPE 150.000 in 94.80 284.40 15 18 X-UB1212 1/2" X 2-1/2" X 4-1/2" X 2" U-BOLT (HDG.)0.26 4.63 14 90 G12LW 1/2" HDG LOCKWASHER 0.01 1.25 13 90 G12FW 1/2" HDG USS FLATWASHER 0.03 3.07 12 90 G12NUT 1/2'' HDG HEAVY 2H HEX NUT 0.07 6.45 11 30 X-UB1306 1/2" X 3-5/8" X 6" X 3" U-BOLT (HDG.)0.26 7.71 10 18 G58NUT 5/8'' HDG HEAVY 2H HEX NUT 0.13 2.34 9 18 G58FW 5/8" HDG USS FLATWASHER 0.07 1.27 8 6 X-UB5458 5/8" X 4-5/8" X 7" X 3" U-BOLT (HDG.)0.26 1.54 7 24 A58NUT 5/8'' HDG A325 HEX NUT 0.13 3.12 6 42 G58LW 5/8" HDG LOCKWASHER 0.03 1.10 5 12 A58FW 5/8" HDG A325 FLATWASHER 0.03 0.41 4 12 A58234 5/8'' x 2-3/4" HDG A325 HEX BOLT 2.75 0.36 4.27 3 3 X-SV197-36 SUPPORT ARM WELDMENT - 36"67.29 201.88 2 9 G58R-48 5/8" X 48" GALV THREADED ROD 4.39 39.52 2 9 G58R-24 5/8" x 24" THREADED ROD (HDG.)0.40 3.59 1 3 X-LWRM RING MOUNT WELDMENT 68.81 206.42 ITEM QTY PART NO.PART DESCRIPTION LENGTH UNIT WT.NET WT. PARTS LIST 1319.1140.75126"2-3/8" O.D. SCH. 40 PIPEP3126RMV12-3126 1,229.2030.7696"2-3/8" O.D. SCH. 40 PIPEP296RMV12-396 1,194.5526.9184"2-3/8" O.D. SCH. 40 PIPEP284RMV12-384 1,159.9923.0772"2-3/8" O.D. SCH. 40 PIPEP272RMV12-372 1,125.3419.2263"2-3/8" O.D. SCH. 40 PIPEP263RMV12-363 TOTAL WT.UNIT WT. "D"LENGTH "C"PART DESCRIPTION "B"PART NO. "A""ASSEMBLY NO." ANTENNA MOUNTING PIPES DETAIL A 18 12 14 13 15 12141311 DETAIL B 7 6 5 8 19 12 14 13 11 DETAIL C 10 6 9 2 764 SITE PRO1 VZWSMART-PLK1 DETAIL 2 1 1.0 GENERAL NOTES 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS. 1.2 MARK PART WITH IDENTIFICATION NUMBER. 2.0 DESIGN NOTES 2.1 DESIGNED PER CUSTOMER REQUIREMENTS. 3.0 MANUFACTURING/SPECIAL REQUIREMENTS 3.1 TIGHTEN ALL BOLTS SECURING FLAT PLATES BY THE TURN-OF-NUT METHOD. TIGHTEN ALL U-BOLTS USING TURN-OF-NUT METHOD WITH ATTENTION TO LEAVE EQUAL DISTANCE AND EQUAL FORCE ON EACH LEG OF THE U-BOLT. 4.0 TEST 5.0 PACKAGING 5.1 PACKAGING SHALL MEET COMMSCOPE REQUIREMENTS PER DOCUMENT IS-PL-3005 5.2 PRINTED DOCUMENT TO BE PLACED INSIDE POLYBAG AND THEN IN SHIPPING CONTAINER 5.3 EXTRA HARDWARE MAYBE SUPPLIED, BAGGED AND SHIPPED REVISIONS REV.DESCRIPTION DATE APPROVED A INITIAL RELEASE RJC 07JUL20 MC1107 8000040218 B GUB-53050 WAS GUB-53060; GB-0520A WAS GB-05205; ADDED 24X GWF-05 YMENG 28AUG22 BCROSS 40155504CMO TO BE FIELD CUT/ TRIMMED TO MATCH EXISTING FACE HORIZONTAL A B B SUPPORT RAIL PIPE CROSSOVER PLATE FOR MOUNTING ANTENNA PIPE (ANTENNA PIPE SOLD SEPARATELY) 2 1 4 5 6 7 5 5 2 6 3 5 1 5 7 5 1 DETAIL A SCALE 1 : 17 FIELD CUT TO FIT 8 6 8 8 6 8 4 2 6 1 5 SECTION B-B 8 COMPONENT PART NUMBERS PROVIDED FOR ASSEMBLY PURPOSES; INDIVIDUAL COMPONENTS MAY BE SHIPPED AS PARTS WITHIN AN INCLUDED KIT. ITEM PART NO.DESCRIPTION QTY.NOTE 1 MT-546-150 PIPE, 2.875"OD X 150"3 2 PLK2-F1-30 ANGLE, BRACE; 36.0 LG 3 3 PLK2-F2L CORNER BENT PLATE BRACKET, LH 3 4 PLK2-F2R CORNER BENT PLATE BRACKET, RH 3 5 GUB-53050 5/8" X 3" X 5" GALV U-BOLT KIT 60 INCLUDES U-BOLT,FLAT WASHERS, LOCK WASHERS AND NUTS 6 GB-0520A 5/8" X 2" GALV BOLT KIT (A325)24 INCLUDES BOLT, LOCK WASHER AND NUT 7 MTC4104-0030 PLATE, CROSSOVER; 2.375 TO 2.875 OD PIPE 12 8 GWF-05 5/8" GALV FLAT WASHER, 1.7OD 24 SUPPORT RAIL KIT 6 6 2210 3%4 N Grand Ave Unit# WCC01 - REV 1 3/4/2025