Loading...
HomeMy WebLinkAbout2677 3%4 N Main Unit#WCC01 - PlanDRIVING DIRECTIONS TO: 2677 3/4 N. MAIN, UNIT WCC01 SANTA ANA, CA 92705 FROM:VERIZON OFFICE 15505 SAND CANYON AVE IRVINE, CA 92618 GENERAL CONTRACTOR NOTES DO NOT SCALE DRAWINGS THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS MATCH THE DRAWINGS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. PROCEEDING WITH CONSTRUCTION WITHOUT SUCH NOTIFICATION OF DISCREPANCIES INDICATES THE GENERAL CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE EXISTING CONDITIONS AND HAS INCLUDED RESOLUTION OF THOSE DISCREPANCIES IN THE BID FOR CONSTRUCTION. ASSESSOR'S PARCEL NUMBER: APN: 003-013-18, 003-013-13 APPLICANT: PROJECT SUMMARY APPLICANT'S REPRESENTATIVE: SITE NAME:FISHER FLORAL SITE ADDRESS:2677 3/4 N. MAIN, UNIT WCC01 SANTA ANA, CA 92705 JURISDICTION:CITY OF SANTA ANA PROPERTY INFORMATION: LEGAL DESCRIPTION: FISHER FLORAL 2677 3/4 N. MAIN, UNIT WCC01 SANTA ANA, CA 92705 15505 SAND CANYON AVENUE, BLDG C. IRVINE, CA 92618 OFFICE: (949) 286-7000 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL BP PLANCHECK jd jd rl jd jd jd T-1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH TITLE SHEET CODE COMPLIANCE ·2022 CALIFORNIA ENERGY CODE ·2022 CALIFORNIA BUILDING CODE ·2022 CALIFORNIA ELECTRICAL CODE ·2022 CALIFORNIA FIRE CODE ·2022 CALIFORNIA GREEN BUILDING CODE ·2022 CALIFORNIA MECHANICAL CODE ·2022 CALIFORNIA PLUMBING CODE IN THE EVENT OF A CONFLICT, THE MORE RESTRICTIVE CODE SHALL GOVERN. SHEET DESCRIPTION T-1 A-2 A-3 EXTERIOR ELEVATIONS EQUIPMENT PLAN TITLE SHEET CONSTRUCTION DRAWINGS A-0 SITE PLAN A-0.0 GENERAL NOTES & SPECIFICATIONS A-0.1 STATEMENT OF SPECIAL INSPECTIONS A-0.2 SPECIFICATIONS, RFDS & ANTENNA SCHEDULEA-0.3 STRUCTURAL CONCRETE & MASONRY SPECIFICATIONSA-0.4 D-1 DETAILS A-0.5 STATEMENT OF SPECIAL INSPECTIONS GENERAL SPECIFICATIONS A-4 A-5 A-6 A-7 A-8 D-2 DETAILS E-1 ELECTRICAL NOTES, SYMBOLS, P.S.L.D. & PANEL SCHEDULE E-2 UTILITY ROUTE PLAN E-3 POWER, ELECTRICAL AND LIGHTING PLAN E-4 EQUIPMENT GROUNDING PLAN E-5 E-6 A-1 A-9 D-3 DETAILS SCREEN FRAMING ELEVATIONS D-4 D-5 D-6 DETAILS DETAILS DETAILS GROUNDING SCHEMATIC & GENERAL NOTES A-0.6 FOUNDATION PLAN SECTIONS A & B ANTENNA PLAN "ALPHA" CHAINLINK LID PLAN A-10 LARR REPORT D-7 DETAILS A-11 SCREEN FRAMING PLANS PROJECT I.D. 15861067 D-8 DETAILS D-9 DETAILS Call before you dig. below.Know what's R TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE YOU DIG IN CALIFORNIA (SOUTH), CALL DIG ALERT TOLL FREE: 1-800-227-2600 OR www.digalert.org CALIFORNIA STATUTE REQUIRES MIN OF 2 WORKING DAYS NOTICE BEFORE YOU EXCAVATE E-7 ELECTRICAL DETAILS PROJECT DESCRIPTION PROJECT TEAM VICINITY MAP SITE ACQUISITION:PLANNING: OVERALL HEIGHT 56'-9" A.G.L. ·INSTALL (3) SECTORS OF (4) PANEL ANTENNAS EACH, TOTAL OF (12) ANTENNAS, MOUNTED INSIDE (N) RF TRANSPARENT SCREENS ·INSTALL (2) (N) RRU RADIO UNITS PER SECTOR, TOTAL OF (6) RADIO UNITS, MOUNTED INSIDE (N) RF TRANSPARENT SCREENS ·INSTALL (1) (N) RAYCAP DC SURGE SUPPRESSOR PER SECTOR, TOTAL OF (3) SURGE SUPPRESSORS, MOUNTED INSIDE (N) RF TRANSPARENT SCREENS ·INSTALL (2) (N) EQUIPMENT CABINETS INSIDE A (N) 8'-0" TALL CONCRETE BLOCK EQUIPMENT ENCLOSURE. SPACE IS PROVIDED FOR A THIRD CABINET. ·INSTALL (1) (N) 6 x 12 HYBRID CABLES FROM (N) EQUIPMENT CABINETS TO EACH (N) DC SURGE SUPPRESSOR UNITS (TOTAL 3) ·INSTALL (1) (N) 30KW AC STANDY-BY GENERATOR WITH 203 GALLON TRIPLE WALL TERTIARY DIESEL FUEL TANK WITH CONTAINMENT ON CONCRETE PAD INSIDE (N) EQUIPMENT ENCLOSURE ·INSTALL (1) (N) GPS ANTENNA MOUNTED TO AND 12" ABOVE CABLE SHROUD. ·INSTALL (N) ELECTRICAL SERVICE CONNECTION ·INSTALL (N) FIBER SERVICE CONNECTION VERIZON PROPOSES TO CONSTRUCT AN UNMANNED WIRELESS TELECOMMUNICATION FACILITY THAT WILL CONSIST OF THE FOLLOWING: ARCHITECT: PLANCOM, INC. 16776 BERNARDO CENTER DR, UNIT 203 SAN DIEGO, CA 92128 CONTACT: WILLIAM BOOTH TELEPHONE: (760) 891-6107 PLANCOM, INC. 250 EL CAMINO REAL, SUITE 117 TUSTIN, CA 92780 CONTACT: ERIC MEURS TELEPHONE: (949) 370-5939 PLANCOM, INC. 250 EL CAMINO REAL, SUITE 117 TUSTIN, CA 92780 CONTACT: PETER BLIED TELEPHONE: (714) 262-0651 NORTH RFDS INFORMATION SURVEYOR: AJK ENGINEERING & SURVEY 23072 LAKE CENTER DRIVE, SUITE 211 LAKE FOREST, CALIFORNIA 92630 CONTACT: ANDREW KOLTAVARY TELEPHONE: (714) 624-9027 ·TURN RIGHT ONTO VALLEY OAK DR. ·TURN LEFT ONTO IRVINE CENTER DR. ·TURN RIGHT ONTO JEFFREY RD. ·TAKE THE RAMP AND MERGE ONTO I-5 N. ·TAKE EXIT 105B TOWARD MAIN ST. ·KEEP RIGHT, FOLLOW SIGNS FOR MAIN STREET. ·TURN SLIGHT RIGHT ONTO MAIN ST. ·TURN ONTO MEMORY LANE DESTINATION IS THE PARKING GARAGE ON THE RIGHT. PLANCOM, INC. 250 EL CAMINO REAL, SUITE 117 TUSTIN, CA 92780 CONTACT: ERIC MEURS TELEPHONE: (949) 370-5939 ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1, OF PARCEL MAP NO. 85-365, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP FILED IN BOOK 214, PAGES 11 AND 12 OF PARCEL MAPS, RECORD OF ORANGE COUNTY, CALIFORNIA PROPERTY OWNER: OC MAIN STREET OWNER, LLC 1920 MAIN STREET STE. 100 IRVINE, CA 92614 CONTACT: STEVE LIU - NAI CAPITAL TELEPHONE: (714) 349-3547 ZONING CLASSIFICATION: TYPE OF CONSTRUCTION:TYPE I NON-SPRINKLERED S-2, LOW HAZARD STORAGE CONSTRUCTION INFORMATION: OCCUPANCY: (PARKING GARAGE): ADA COMPLIANCE: USE:WIRELESS COMMUNICATIONS FACILITY FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. MACHINERY SPACES ARE EXEMPT FROM STATE OF CALIFORNIA ACCESSIBILITY REQUIREMENTS PER THE CBC SECTION 11B-203.5. AREA OF CONSTRUCTION:456 S.F. EQUIPMENT ENCLOSURE:293 S.F. ROOFTOP SCREEN AREAS:163 S.F. (EQUIPMENT ENCLOSURE):U SD31 - SPECIFIC DEVELOPMENT NO. 31 LATITUDE: LONGITUDE: BETA SECTOR: 33° 46' 18.48"N (33.771800°) 117° 51' 57.80"W (-117.866056°) LATITUDE: LONGITUDE: ALPHA SECTOR: 33° 46' 19.78"N (33.772161°) -117° 51' 56.44"W (-117.865678°) LATITUDE: LONGITUDE: GAMMA SECTOR: 33° 46' 21.36"N (33.772600°) 117° 51' 57.57"W (-117.865992°) ANTENNA PLANS "BETA" & "GAMMA" SCREEN FRAMING ELEVATIONS EXTERIOR ELEVATIONS E-8 ELECTRICAL DETAILS ANTENNA GROUNDING PLANS D-10 DETAILS PARTIAL ROOF PLAN & CONDUIT PATHA-1.1 LATITUDE: LONGITUDE: TOP OF ELEVATOR SHAFT: 33° 46' 19.76"N (33.772156°) 117° 51' 58.70"W (-117.866306°) CITY APPROVAL STAMPS Bldg #101123169-70 APPROVALS: PLNG - C. Santana BLDG - J. Lo POLICE - B. Martin PUBLIC WWORKS - Y. Soto F E E E E E E E F F F F F TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-0 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH SITE PLAN SCALE:1" = 40'-0" SITE PLAN N MA G N E T I C NO R T H THE PROJECT BOUNDARY SHOWN ON THIS DRAWING IS APPROXIMATE AND IS SHOWN FOR REFERENCE ONLY. A COMPLETE BOUNDARY SURVEY WAS NOT PERFORMED. BOUNDARY NOTE: EASEMENTS SHOWN REFLECT PRELIMINARY RECORDS RESEARCH OF RECORDED PARCEL MAPS & PRELIMINARY TITLE REPORT. EASEMENTS ARE SUBJECT TO REVIEW OF FINAL TITLE REPORT. EASEMENTS: S A N T I A G O M A I N S T R E E T ALPHA SECTOR AZIMUTH 110° BETA SECTOR AZIMUTH 200° GAMMA SECTOR AZIMUTH 330° KEYED NOTES: (N) VERIZON ELECTRICAL SERVICE P.O.C. AT (E) SCE VAULT #V5330998. ELECTRICAL SERVICE LENGTH = ±230' APN: 003-013-18, 003-013-13 (N) 24" x 36" MEET ME HANDHOLE FOR FIBER CONNECTIONS (E) PARKING GARAGE PROPERTY LINE, TYPICAL (E) CONCRETE SIDEWALK, CURB & GUTTER C R E E K C H A N N E L E M E M O R Y L A N E N 1 ° 0 5 ' 1 8 " E 49 4 . 5 4 ' N 1 ° 0 5 ' 1 8 " E 56 7 . 8 4 ' 104'-0" RIGHT OF WAY 52'-0"52'-0" 50 ' - 0 " RI G H T O F W A Y 25 ' - 0 " 25 ' - 0 " N 89° 27' 02" W 518.81' 1 2 3 4 5 7 8 9 11 N 89° 27' 02" W 545.84' N 3 6 ° 2 5 ' 5 2 " E 199 . 6 3 ' N 4 1 ° 1 5 ' 1 7 " E 300 . 7 5 ' N 66° 1 8 ' 0 7 " E 353.5 6 ' (N) 3" PVC CONDUIT BORE RUN FROM (N) METER PEDESTAL (N) 4" PVC CONDUIT RUN TO FIBER P.O.C. (N) JOINT TRENCH (BORE) FOR POWER & FIBER CONDUIT (N) SCE METER PEDESTAL ADJACENT TO P.O.C. 6 (N) VERIZON ANTENNAS, RRUS & RAYCAP FACADE MOUNTED ON (E) BUILDING INSIDE (N) RF TRANSPARENT SCREENS (N) VERIZON 8'-0" TALL CONCRETE BLOCK EQUIPMENT ENCLOSURE. WALL SHALL BE PAINTED TO MATCH (E) ADJACENT CONCRETE BLOCK WALL (E) PARKING STRIPES (N) VERIZON ANTENNAS, RRUS & RAYCAP FACADE MOUNTED ON (E) BUILDING INSIDE (N) RF TRANSPARENT SCREENS. SEE SHEET A-5 (N) VERIZON ANTENNAS, RRUS & RAYCAP FACADE MOUNTED ON (E) BUILDING INSIDE (N) RF TRANSPARENT SCREENS (N) VERIZON 6x12 HYBRID CABLE INSIDE RIGID STEEL CONDUIT10 (N) 17" x 30" HANDHOLE WITH TRAFFIC RATED COVER FOR POWER & FIBER RUNS 12 13 (E) ASPHALT DRIVEWAY 14 (E) PLANTER / MEDIAN 15 (E) TREES TO BE TRIMMED TO CLEAR PATH FOR ANTENNAS 16 (E) TREES TO REMAIN SEE SHEET A-1 SEE SHEET A-6 SEE SHEET A-6 8' - 0 " 17 (E) SCE EASEMENT 18 (E) WATER EASEMENT 15 ' - 0 " 19 SETBACK 12 3421 15 17 1819 9 10 6 7 13 16 14 11 16 15 10 8 11 15 5 NOTES: GENERAL CONTRACTOR TO HARDEN THE SITE PER NETWORK ASSURANCE DIRECTION USING MASTER KEYED HIDDEN SHACKLE PADLOCKS WITH HIGH SECURITY HASP, VANDAL RESISTANT GATE PINS, LOCK COVER, ETC. ANTI-GRAFFITI NOTE: 1.AN ANTI-GRAFFITI COATING SHALL BE APPLIED TO ALL (N) CONCRETE BLOCK WALLS. 12'- 5 " TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-0.0 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH SITE WORK SPECIFICATIONSGENERAL REQUIREMENTS 1.THIS FACILITY IS AN UNMANNED CELLULAR TELEPHONE EQUIPMENT FACILITY. THE OCCUPANCY CLASSIFICATION IS PUBLIC UTILITY PER P.U.C. DECISION #8606-058. 2.THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER CBC TITLE 24, SECTION 2-712. (B) 5. THIS FACILITY IS NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 3.THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS MATCH THE DRAWINGS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. PROCEEDING WITH CONSTRUCTION WITHOUT SUCH NOTIFICATION OF DISCREPANCIES INDICATES THE GENERAL CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE EXISTING CONDITIONS AND HAS INCLUDED RESOLUTION OF THOSE DISCREPANCIES IN THE BID FOR CONSTRUCTION. 4.THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS AND NOTES PRIOR TO STARTING AND DURING CONSTRUCTION, INCLUDING DEMOLITION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT. 5.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS AND SHALL PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE CAUSED TO THE EXISTING UTILITIES DURING THE EXECUTION OF THE WORK. 6.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL SURROUNDING AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER AND THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 7.A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY AND BY LAW AND SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL CONSTRUCTION SETS ARE DATED AND REFLECT THE SAME INFORMATION AS THE APPROVED PERMITTED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS, ADDENDUM'S OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO THE CONSTRUCTION MANAGER AT THE CONCLUSION OF THE PROJECT. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS APPROVED BY THE GOVERNING AGENCY AND ACCEPTED BY THE CARRIER AND THE PROPERTY OWNER. 9.THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER, WATER, TOILET FACILITIES AND PEDESTRIAN PROTECTION MEASURES AS REQUIRED BY THE PROPERTY OWNER AND GOVERNING AGENCY/CODES. 10.ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST GOVERNING CODES, INCLUDING THE CALIFORNIA ADMINISTRATIVE CODES (CBC) TITLE 8, 19, AND 24. IN THE EVENT OF A CONFLICT, THE MOST RESTRICTIVE CODE WILL GOVERN. 11.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. 12.WHEN STORAGE OF MATERIALS IS REQUIRED ABOVE GRADE LEVEL, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 13.THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. 14.WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE: NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INTERNATIONAL CENTER 10255 W. HIGGINS ROAD, SUITE 600 ROSEMONT, IL 60018 SMACCNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION 4201 LAFAYETTE CENTER DRIVE CHANTILLY, VA 20151-1209 IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER 820 TRANSFER ROAD ST. PAUL, MN 55114-1406 15.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY NOTED TO THE CONTRARY, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 16.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES, FEES, AND INSPECTIONS REQUIRED TO COMPLETE THE PROJECT. THE BUILDING PERMIT APPLICATIONS SHALL BE FILED AND PROCESSED THROUGH APPROVAL BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE INSURANCE AND LICENSING DOCUMENTATION TO THE BUILDING OFFICIAL AND SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENTS IN PERSON. 17.DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. 18.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 19.THE CONTRACTOR SHALL PROVIDE STATE FIRE MARSHALL OR U.L. APPROVED MATERIALS TO FILL & SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 20.ALL NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH EXISTING CONDITIONS IN FORM, TEXTURE, MATERIAL AND COLOR EXCEPT AS NOTED IN THE PLANS. 21.WATERPROOFING DETAILS AND SPECIFICATIONS SHOWN ON STRUCTURAL DRAWINGS ARE FOR GENERAL INFORMATION PURPOSES ONLY. ARCHITECTURAL WATERPROOFING DETAILS, WHERE APPLICABLE APPEAR ELSEWHERE IN THESE DRAWINGS. 22.THE CONTRACTOR SHALL PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A OR 2A10-BC WITHIN 75 FT. (MAXIMUM TRAVEL DISTANCE) FOR EACH 6,000 SQ. FT. OR PORTION THEREOF ON EACH FLOOR. 23.WHERE SPECIFIED, MATERIAL TESTING SHALL BE DONE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR REVIEWING THE RESULTS. 24.ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT OTHERWISE SPECIFICALLY SHOWN 25.ALL DEBRIS AND REFUSE SHALL BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A BROOM CLEAN FINISHED CONDITION AT ALL TIMES. 26.BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS SHALL BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS MANDATED BY THAT GOVERNING AGENCY. 27.ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 28.ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER CEC ARTICLES 250 AND 810. 29.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION OF ANY KIND (IF REQUIRED). SEE SITE WORK SPECIFICATIONS. 30.NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS OR WALLS UNLESS SPECIFICALLY DETAILED OR NOTED. NOR SHALL ANY STRUCTURAL MEMBER BE CUT, NOTCHED, OR DRILLED FOR PIPES, DUCTS, ETC. UNLESS DETAILED OR NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER OR THE ARCHITECT FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 31.SUBMITTALS: A.THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS AND DATA OF SYSTEMS SPECIFIED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION & INSTALLATION. B.THE CONTRACTOR SHALL SUBMIT COPIES OF ALL MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR EACH SYSTEM COMPONENT TO THE ARCHITECT AND CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. SUBMITTALS SHALL INCLUDE REPORTS AND OTHER DATA THAT MAY BE REQUIRED TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS. 32.CLEANING AND PROTECTION: A.CLEAN EXPOSED SURFACES OF FINISHES AND EQUIPMENT. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING AND TOUCH-UP OF MINOR FINISH DAMAGE. REMOVE AND REPLACE WORK WHICH CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE. B.THE EQUIPMENT INSTALLER SHALL ADVISE THE CONTRACTOR OF REQUIRED PROTECTION FOR ANY FINISHES AND PROTECTION FROM TEMPERATURE AND DUST, SO THAT THE WORK WILL BE WITHOUT DAMAGE AND DETERIORATION AT THE TIME OF ACCEPTANCE BY THE OWNER AND THE CONSTRUCTION MANAGER GENERAL NOTES DEMOLITION: 1.WORK INCLUDED: A.DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION AS NECESSARY TO PREPARE FOR NEW CONSTRUCTION. B.CLEANUP AND DISPOSAL OF RUBBISH, DEBRIS AND SALVAGE. C.PROTECTION AND BARRICADES TO PROTECT PERSONNEL AND PREMISES. D.DUST ABATEMENT. 2.GENERAL REQUIREMENTS: A.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ESTABLISH THE EXTENT OF WORK UNDER THIS SECTION IN ACCORDANCE WITH PLANS AND PERTINENT PROVISIONS OF THE GENERAL NOTES & CONDITIONS. B.THE CONTRACTOR SHALL NOTIFY DIG ALERT (UNDERGROUND SERVICE ALERT) AT 1-800-227-2600 OR WWW.DIGALERT.ORG 48 HOURS PRIOR TO ANY EXCAVATION. C.FIELD CONDITIONS: (1) VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS. INSPECT RELATED WORK AND ADJACENT SURFACES AND REPORT IN WRITING TO ARCHITECT ALL CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS WORK. (2) VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EASEMENTS, BUILDINGS, ROADWAY CURB AND GUTTERS, UTILITIES AND OTHER INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. UTILITY INFORMATION INCLUDES STORM DRAIN, SEWER, WATER, ELECTRICAL, GAS, TELEPHONE AND CABLE TV. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING FOR DIRECTION ON HOW TO PROCEED. D.CODES AND STANDARDS: CONFORM TO THE CALIFORNIA BUILDING CODES (CBC), CURRENT EDITION, AND ANY OTHER REFERENCED CODES AND STANDARDS. IN CASE OF CONFLICT BETWEEN THE ABOVE AND THIS SECTION, THE MORE STRINGENT SHALL GOVERN. COMPLY WITH STATE OF CALIFORNIA, CONSTRUCTION SAFETY ORDERS, LATEST GUIDANCE AND RESOURCES (CAL/OSHA). E.PROVIDE PEDESTRIAN SAFETY BARRIERS AS REQUIRED TO PROTECT THE PUBLIC AT ALL TIMES, SUCH AS, CONES AND SAFETY TAPE FOR AREAS UNDER CONSTRUCTION TO ISOLATE FROM PEDESTRIAN ACCESS. KEEP ALL AREAS OF WORK CLEAN, NEAT AND ORDERLY ON A DAILY BASIS. 3.UTILITIES: EXCAVATION IN THE VICINITY OF UTILITIES SHALL BE UNDERTAKEN WITH CARE. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED UTILITY IN OPERATING CONDITION DURING ENTIRE PERIOD OF WORK. ANY DAMAGE TO UTILITIES WHICH ARE TO REMAIN CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE CARRIER OR THE OWNER. 4.UTILITY MARK-OUTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR POWER WASHING, SAND BLASTING OR OTHERWISE REMOVING ALL PAINTED MARKINGS, FLAGS, SURVEY FEATHERS ETC. THAT HAVE BEEN MADE OR PLACED IN THE PROJECT AREA BY UNDERGROUND SERVICE ALERT, GROUND PENETRATING RADAR COMPAINES, ETC. SURFACES SHALL BE RETURNED TO CONDITIONS THAT EXISTED PRIOR TO MARKINGS, ETC. 5.DUST AND NOISE ABATEMENT: THE CONTRACTOR SHALL EXERCISE ALL POSSIBLE PRECAUTIONS TO KEEP NOISE TO A MINIMUM AND TO KEEP DUST FROM CIRCULATING AND CONTAMINATING ADJACENT BUILDING OPERATIONS AND AREAS. 6.PROTECTION AND SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IMPROVEMENTS, INCLUDING FINISH (EXTERIOR AND INTERIOR) WITHIN THE EXTENT OF THE WORKING AREA. REPAIR OR REPLACE EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION WITH MATERIAL OF SAME KIND, QUALITY, COLOR AND SIZE. MATERIAL OR EQUIPMENT TEMPORARILY REMOVED FOR PROTECTION AND NOT DAMAGED SHALL BE REINSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. 7.SEQUENCE OF WORK: THE DRAWINGS AND THESE SPECIFICATIONS INDICATE IN GENERAL TERMS THE REQUIREMENTS OF THE WORK TO BE DONE AND THE MANNER IN WHICH THE WORK IS TO BE DONE. THE CONTRACTOR HOWEVER, MAY ORGANIZE HIS WORK AND SELECT THE SPECIFIC METHODS OF PROCEDURE HE FEELS ARE SUITABLE AND CORRECT FOR THE WORK TO BE DONE, CONSISTENT WITH THE RESULTS REQUIRED AND THE SAFETY OF THE STRUCTURE AND ALL AFFECTED PREMISES AND PERSONS. HE SHALL HOWEVER, BEFORE COMMENCING WITH ANY SIGNIFICANT PARTS OF THE WORK, MEET WITH THE PROJECT MANAGER AND THE OWNER AND SHALL INFORM THEM OF HIS METHODS, PROCEDURES AND SEQUENCE OF WORK AND HE SHALL COMPLY WITH ANY REASONABLE SUGGESTIONS THEY MAY MAKE IN THE INTEREST OF THE CARRIER AND THE SAFETY OF THE STRUCTURE AND THE SITE. 8.DEMOLITION: CONCRETE CONSTRUCTION INDICATED TO BE CUT, BROKEN AND REMOVED SHALL BE NEATLY CUT USING CONCRETE CUTTING SAWS WITH DIAMOND OR ABRASIVE BLADES, DETERMINE EXTENT OF CUT AND DRILL PILOT HOLES IN CORNERS SUFFICIENTLY LARGE ENOUGH TO PREVENT OVERRUN OF SAW BLADE. SAWCUTS SHALL BE MADE STRAIGHT, EVEN AND DEEP ENOUGH INTO EVERY ELEMENT BEING CUT TO ASSURE THAT SUBSEQUENT BREAKING AND REMOVING OF REMAINING SECTION WILL NOT RESULT IN CRACKING, SPALLING OR CHIPPING OF ANY EXPOSED ADJACENT SURFACE OR EDGE. CUT REINFORCING STEEL SHALL BE REMOVED WITH GAS CUTTING TORCHES, TAKING CARE NOT TO DAMAGE ADJACENT CONSTRUCTION. SITE CLEARING / EARTHWORK: 1.WORK INCLUDED: A.PROTECTION OF EXISTING EARTH BANKS AND SLOPES, INCLUDING TEMPORARY SHORING. B.CONTROL OF SURFACE AND GROUND WATER. C.EXCAVATION FOR ALL FOOTINGS, SLABS, AND OTHER BUILDING AND/OR STRUCTURAL ELEMENTS. D.SAND BACKFILL AND COMPACTION OF SAME. E.SUBGRADE PREPARATION FOR ON-GRADE CONCRETE. F.REQUIREMENTS FOR TRENCHING OPERATIONS. G.CLEAN UP AND DISPOSAL H.SITE CLEARING 2.RELATED WORK: A.TESTING AND INSPECTION OF WORK OF THIS SECTION 3.QUALITY ASSURANCE: A.CODES (1) CALIFORNIA BUILDING CODE LATEST EDITION. (2) STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL/OSHA) LATEST GUIDANCE AND RESOURCES. B.STANDARDS (1) AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). SPECIFICATIONS AS INDICATED BY NUMBER HEREIN. C.TESTS AND INSPECTIONS: (1)COMPACTION METHOD SHALL CONFORM TO ASTM D1557-70 SPECIFIED DENSITIES RELATED TO MAXIMUM DRY DENSITIES OBTAINED THEREBY. (2)SOILS TESTING AGENCY SHALL BE NOTIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF EARTHWORK AND SHALL PERFORM AND REPORT THE FOLLOWING PROCEDURES: a.VISUALLY APPROVE BACKFILL MATERIAL; PERFORM SUITABILITY TESTS IF REQUIRED. b.SUPERVISE PLACEMENT OF CONTROLLED BACKFILLS, PERFORM FIELD DENSITY TESTS AS REQUIRED TO VERIFY PROPER COMPACTION DENSITIES. c.INSPECT AND APPROVE COMPLETED AND PREPARED EXCAVATIONS. 1.SITE VISITATION: A.IN PREPARING THE BID FOR CONSTRUCTION, THE CONTRACTOR IS ASSUMED TO HAVE VISITED THE SITE, CAREFULLY EXAMINED THE DRAWINGS AND SPECIFICATIONS AND DETERMINED TO HIS SATISFACTION THE METHODS OF REMOVAL AND STORAGE OF MATERIALS, THE SEQUENCING OF HIS OPERATIONS AND THE PROBLEMS ATTENDANT THERETO. NO ALLOWANCE WILL BE MADE AFTER SUBMITTAL OF THE BID FOR ANY ERROR THROUGH NEGLIGENCE IN OBSERVING THE SITE CONDITIONS. 5.JOB CONDITIONS: A.MAINTAIN PROTECTION TO RETAINED EARTH AND TO PROTECT ADJOINING GRADES AND STRUCTURES FROM CAVING, SLIDING, EROSION OR OTHER DAMAGE PROVIDING SUITABLE PROTECTION AGAINST BODILY INJURY, COMPLY WITH ALL LOCAL CODES AND REGULATIONS. ERECT TEMPORARY BARRICADES AS NEEDED FOR SAFETY AND CONSTRUCT TEMPORARY BERMS, DAMS AND DITCHES AS NEEDED TO PREVENT SLOPE AND BANK EROSION. DO NOT ALLOW EXPOSED SOILS TO DRY OUT AND SPRINKLE AS DIRECTED OR REQUIRED. B.KEEP THE WHOLE OF ALL EXCAVATIONS CONTINUOUSLY FREE FROM WATER AND FLUID BUILD-UP OF ANY KIND. 6.UNDERGROUND PIPES, CONDUITS AND UTILITIES: A.THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AT LEAST 72 HOURS PRIOR TO COMMENCING ANY EARTHWORK. THE CONTRACTOR SHALL NOTIFY A UTILITY LOCATING SERVICE. NO EARTHWORK SHALL BE PERFORMED UNTIL A LOCATING SERVICE IS PRESENT AT THE SITE AND WORK IS AUTHORIZED. B.OBSERVE APPLICABLE REGULATIONS IN WORK AFFECTING ALL OTHER UNDERGROUND UTILITIES. PROTECT ACTIVE UTILITIES FROM DAMAGE AND REMOVE OR RELOCATE ONLY AS INDICATED OR SPECIFIED. REMOVE AND PLUG OR CAP INACTIVE OR ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING OR GRADING. IN ABSENCE OF SPECIFIC REQUIREMENTS, PLUG OR CAP AT LEAST 5 FEET OUTSIDE BUILDING OR ENCLOSURE WALLS. C.EXCAVATION OR TRENCHING FOR NEW PIPE, CONDUIT OR UTILITY LINES WITHIN FIVE FEET OF BUILDING LINES AND UNDER EXTERIOR WALKS, SLABS, DRIVES OR PAVEMENT IS SUBJECT TO PROVISIONS OF THIS SPECIFICATION WITH RESPECT TO PROTECTION FROM MOISTURE, BACKFILLING AND GRADING. D.AT ALL LINES CONTAINING LIQUID, CHECK FOR LEAKS AND CERTIFY CONDITION TO THE CARRIER AND THE OWNER. RUN SUCH LINES AT LEAST 5 FEET OUTSIDE BUILDING OR ENCLOSURE WALLS WHEREVER POSSIBLE. 7.MATERIALS: A.ONLY MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER SHALL BE USED FOR BACKFILLING OPERATIONS. BACKFILL MATERIALS SHALL CONSIST OF GRAVEL, SAND AND APPROVED BLENDS OF SAND AND NATURAL MATERIALS. 8.EXCAVATION: A.EXCAVATE FOR FOOTINGS AND OTHER REQUIREMENTS TO DEPTHS INDICATED ON THE DRAWINGS. ELEVATIONS AND DEPTHS OF EXCAVATIONS SHOWN ON THE DRAWINGS SHALL GOVERN AND WILL BE BASIS FOR BIDDING AND EXECUTION OF THE WORK EXCEPT AS OTHERWISE MAY BE DIRECTED BY THE ARCHITECT. GREATER OR LESS QUANTITIES OF EXCAVATION REQUIRED BY AUTHORIZED INSTRUCTIONS SHALL BE ADJUSTED IN ACCORDANCE WITH SITE SPECIFIC CONDITIONS. B.EXCEPT WHERE EXTRA EXCAVATION IS ORDERED BY THE ARCHITECT, SHOULD EXCAVATIONS BE MADE TO A GREATER DEPTH OR SIZE THAN INDICATED OR REQUIRED, SUCH ADDITIONAL DEPTH OR SIZE SHALL BE FILLED WITH CONCRETE AS SPECIFIED ON SHEET A-0.4 AT THE CONTRACTOR'S EXPENSE. C.ALL EXCAVATIONS SHALL BE SUFFICIENT SIZE TO PERMIT INSTALLATION AND REMOVAL OF ANY REQUIRED FORMS AND ALL OTHER REQUIRED WORK. D.SIDES OF FOOTINGS MAY BE FORMED BY NEAT EXCAVATIONS WHERE BANKS WILL STAND WITHOUT CAVING AND THE NEAT TRENCHES ARE CUT 1" WIDER ON EACH SIDE THAN THE FOOTING DIMENSIONS INDICTED ON THE DRAWINGS. IF BANKS CAVE, FORM FOOTINGS AND WIDEN TRENCHES TO PERMIT FORMING, BRACING AND INSPECTION, MINIMUM 1'-0" EACH SIDE. E.CONTACT THE GEOTECHNICAL ENGINEER AND THE ARCHITECT FOR INSTRUCTION SHOULD ANY UNSUITABLE SOIL OR ANY OTHER ADVERSE SUBSURFACE CONDITION BE ENCOUNTERED. F.MACHINE EXCAVATION MAY BE USED DOWN TO ROUGH ELEVATIONS. PERFORM FINAL GRADING AND TRIMMING BY HAND METHODS. G.EXCAVATE TRENCHES TO WIDTHS REQUIRED FOR PROPER LAYING OF PIPE WITH BANKS AS NEARLY VERTICAL AS PRACTICAL. BRING BOTTOMS OF TRENCHES TO REQUIRED DEPTHS AND ACCURATELY GRADE TO PROVIDE UNIFORM BEARING ON COMPACTED SAND FILL OR UNDISTURBED SOIL FOR ENTIRE LENGTH OF EACH SECTION OF PIPE. 9.SUBGRADE PREPARATION FOR CEMENT: A.PREPARE SUBGRADE FOR CONCRETE SLABS AND FOOTINGS INCLUDING CAISSON & MAT FOOTINGS BY CUTTING, FILLING AND COMPACTING AS REQUIRED AND SPECIFIED HEREIN AND BRING TO OPTIMUM MOISTURE CONTENT. FINISH SUBGRADE WITHIN A 3/8" TOLERANCE WHEN TESTED WITH A 10 FT. STRAIGHTEDGE IN ANY DIRECTION AND LOCATION. COMPACT TO THE DENSITY SPECIFIED FOR FILL AND MAINTAIN MOISTURE CONTENT UNTIL CONCRETE IS PLACED. 10.BACKFILLING: A.AFTER CONCRETE HAS BEEN PLACED AND CURED AND ALL WORK HAS BEEN INSPECTED AND APPROVED, THE EXCAVATIONS SHALL BE BACKFILLED WITH APPROVED BACKFILL MATERIAL TO INDICATED OR REQUIRED GRADES. ALL RUBBISH AND WOOD SHALL BE REMOVED FROM THE EXCAVATIONS BEFORE PLACING BACKFILL. B.PLACE BACKFILL IN 6-INCH LOOSE LAYERS, BRING TO OPTIMUM MOISTURE CONTENT AND COMPACT TO 90% OF MAXIMUM DENSITY, SLOPING 5% MIN. DOWN AND AWAY FROM BUILDINGS AND ENCLOSURES. C.THE AMOUNT OF WATER USED SHALL BE RIGIDLY CONTROLLED TO INSURE OPTIMUM MOISTURE CONDITIONS FOR THE TYPE OF FINAL MATERIAL USED. EXCESSIVE AMOUNTS OF WATER CAUSING SATURATION OF EARTH WILL NOT BE PERMITTED. COMPACTION BY FLOODING OR JETTING IS PROHIBITED. 11.DISPOSAL AND CLEAN UP: A.BURNING COMBUSTIBLE RUBBISH ON SITE IS PROHIBITED. B.RUBBISH, DEBRIS AND ROCKS SHALL BE HAULED AWAY FROM THE SITE PROMPTLY AND LEGALLY DISPOSED OF. C.EXCESS EARTH RESULTING FROM CUTTING AND EXCAVATION SHALL BE LEGALLY DISPOSED OF OFF THE SITE. D.FOR DUST AND NOISE ABATEMENT DURING ENTIRE PERIOD OF CONSTRUCTION AND DURING LOADING, KEEP WORK AREA AND MATERIAL BEING LOADED SPRINKLED TO REDUCE DUST IN AIR AND ANNOYANCE TO PREMISES AND NEIGHBORHOOD. EXERCISE ALL RESPONSIBLE MEANS TO ABATE UNDUE DUST AND NOISE. E.CLEAN UP SITE, REMOVE ALL DEBRIS DAILY AND LEAVE PREMISES IN BROOM CLEAN AND ORDERLY CONDITION. NOTE: "THE CARRIER" REFERENCED IN THESE SPECIFICATION SHEETS A-0.0 THRU A-0.5 SHALL BE "VERIZON" THE FOLLOWING STANDARD VERIZON SPECIAL REQUIREMENTS SHALL BE A PART OF THESE SPECIFICATIONS AS IF INCLUDED IN THESE CONSTRUCTION DRAWINGS: A.INSTRUCTIONS TO BIDDERS B.INVITATION FOR BIDS C.BID FORM D.LIST OF SUBCONTRACTORS E.APPLICATION FOR PAYMENT F. CHANGE ORDERS G.SCHEDULE OF VALUES H.LEIN WAIVERS I.GENERAL CONDITIONS J.SUPPLEMENTAL GENERAL CONDITIONS K.SPECIAL CONDITIONS L.GPRS STUDY REPORT M.GEOTECHNICAL (SOILS) INVESTIGATION REPORT N.STRUCTURAL CALCULATIONS GENERAL NOTES & SPECIFICATIONS TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-0.1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH STATEMENT OF SPECIAL INSPECTIONS STATEMENT OF SPECIAL INSPECTIONS 1.STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CBC 1704.2.5. THE FABRICATOR MUST BE APPROVED BY THE CITY OF SANTA ANA DEVELOPMENT SERVICES DIVISION FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATORS SHOP. A FABRICATOR IS CONSIDERED APPROVED BY THE CITY OF SANTA ANA WHEN IT IS LISTED BY A RECOGNIZED LISTING AGENCY. 2.SPECIAL INSPECTIONS SPECIFIED IN CBC, CHAPTER 17 ARE NOT REQUIRED DURING FABRICATION OF BUILDING COMPONENTS WHERE SUCH FABRICATION IS PERFORMED ON THE PREMISES OF AN APPROVED FABRICATOR'S SHOP. 3.NON-APPROVED FABRICATOR: FABRICATORS MAY BE PERMITTED TO PERFORM FABRICATION OF COMPONENTS FOR BUILDINGS AND STRUCTURES WITHIN THE PREMISES OF THEIR SHOP PROVIDED, SPECIAL INSPECTIONS AS NOTED ON THE APPROVED PLANS (CONTINUOUS OR PERIODIC) ARE PERFORMED DURING THE FABRICATION PROCESS BY SPECIAL INSPECTOR(S) REGISTERED BY THE CITY. 4.FORMS TO COMPLETE: FABRICATORS OF BUILDING COMPONENTS SHALL COMPLETE THE FOLLOWING FORMS: A.ALL NON-APPROVED FABRICATORS SHALL COMPLETE AN 'APPLICATION TO PERFORM OFF-SITE FABRICATION ' AND SUBMIT TO THE CITY FOR APPROVAL PRIOR TO COMMENCING FABRICATION OF ANY COMPONENT. A SEPARATE APPLICATION MUST BE SUBMITTED FOR EACH SEPARATE PROJECT. B.ALL FABRICATORS, AFTER FABRICATION OF COMPONENTS IS COMPLETED, SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION' TO THE CITY OF SANTA ANA INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 5.ALL FABRICATED COMPONENTS DELIVERED TO THE JOB SITE SHALL BE MARKED OR LABELED TO CLEARLY IDENTIFY THEIR ORIGIN AND WHEN APPROPRIATE, THEIR INTENDED LOCATION IN THE STRUCTURE. 6.NO FIELD WELDING SHALL BE PERMITTED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER UNLESS SPECIFICALLY DETAILED IN THESE PLANS. 7.ALL WELDED CONNECTIONS SHALL CONFORM WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY AWS D1.1. 8.THE WPS SHOULD BE DEVELOPED BY A COMPETENT WELDING ENGINEER AND AS A MINIMUM, SHALL INCLUDE THE FOLLOWING INFORMATION: 9.WELD TABS AND BACK UP BARS SHOULD BE REMOVED FROM THE BEAM BOTTOM FLANGE AND THE ROOT WELD BACK-GOUGED AND TESTED FOR DEFECTS AND THEN REINFORCED WITH A FILLET WELD PER AWS D1.1 REQUIREMENTS. 10.ALL WELD ELECTRODES SHALL BE LOW HYDROGEN E70XX UNLESS SPEIFICALLY NOTED OTHERWISE. THE FABRICATOR SHALL ALSO SUBMIT TO THE STRUCTURAL ENGINEER OF RECORD OR THE ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN A COPY OF ELECTRODE MANUFACTURER'S TECHNICAL INFORMATION TO CONFIRM WITH THE WELDING PARAMETERS LISTED IN THE WELDING PROCEDURES SPECIFICATIONS. 11.VISUAL INSPECTION OF ALL WELDS SHALL BE COMPLETED PRIOR TO GALVANIZING. 12.IF ANY WELD IS IN QUESTION PER VISUAL INSPECTION, IT SHALL BE TESTED IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360. 1.NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SANTA ANA FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 2.NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR & OWNER-BUILDER: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SANTA ANA FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 3.THE STRUCTURAL ENGINEER OF RECORD OR THE ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN SHALL SUBMIT A WRITTEN STATEMENT TO THE FIELD INSPECTION DIVISION STATING THAT THE SITE VISITS HAVE BEEN MADE AND WHETHER OR NOT OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM WITH APPROVED PLANS AND SPECIFICATIONS. 4.A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK AND ALL FIELD REPORTS FOR WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTOR OF RECORD, THE ARCHITECT OF RECORD, AND THE CARRIER PRIOR TO FINAL APPROVAL FOR OCCUPANCY. 5.A PROPERTY OWNER'S FINAL REPORT OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 6.SPECIAL INSPECTION WILL BE REQUIRED FOR ALL OFF-SITE FABRICATION, WELDING, FOUNDATION OBSERVATIONS AND TESTING PER REPORT AT 90%-95% COMPLETION. SEE SPECIFIC NOTES BELOW AND ON SHEET A-0.2. 7.THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF SANTA ANA, DEVELOPMENT SERVICES IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 8.THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE BUILDING INSPECTOR AND SHALL BE CONDUCTED IN COMPLIANCE WITH CALIFORNIA BUILDING CODE SECTION 17. 9.THE SPECIAL INSPECTOR(S) SHALL BE EMPLOYED BY THE OWNER OR THE ENGINEER OF RECORD OR THE ARCHITECT OF RECORD ACTING AS AN AGENT OF THE OWNER. 10.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 11.CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. 12.PERIODIC SPECIAL INSPECTION MEANS SOME INSPECTIONS MAY BE MADE ON A PERIODIC BASIS AND SATISFY THE REQUIREMENTS OF CONTINUOUS INSPECTION, PROVIDED THIS PERIODIC SCHEDULED INSPECTION IS PERFORMED AS OUTLINED IN THE PROJECT PLANS AND SPECIFICATIONS (SHEET A-0.1 & A-0.2) AND APPROVED BY THE BUILDING OFFICIAL 13.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE CITY OF SANTA ANA DEVELOPMENT SERVICES, THE ENGINEER OR ARCHITECT OF RECORD, AND ALL OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER OF RECORD, THE ARCHITECT OF RECORD AND TO THE CITY OF SANTA ANA DEVELOPMENT SERVICES. 14.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND TO THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CALIFORNIA BUILDING CODE. 15.CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. WHEN SEVERAL ITEMS REQUIRE INSPECTION SIMULTANEOUSLY OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF CBC 1706, A SUFFICIENT NUMBER OF INSPECTORS SHALL BE EMPLOYED TO ASSURE THAT ALL THE WORK IS INSPECTED IN ACCORDANCE WITH PROVISIONS OF THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE (CBC). 16.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. 17.SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT APPROVAL OF THE APPROPRIATE INSPECTORS IS SUBJECT TO REMOVAL OR EXPOSURE. 18.THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF SANTA ANA, DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENT. 1.WHENEVER THERE IS A REASONABLE DOUBT AS TO THE STABILITY OR LOAD-BEARING CAPACITY OF A COMPLETED BUILDING, STRUCTURE OR PORTION THEREOF FOR THE EXPECTED LOADS, AN ENGINEERING ASSESSMENT SHALL BE REQUIRED. THE ENGINEERING ASSESSMENT SHALL INVOLVE EITHER A STRUCTURAL ANALYSIS OR AN IN-SITU LOAD TEST, OR BOTH. SEE CBC SECTION 1708.1. 2.IN-SITU LOAD TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 1708.2.1 OR 1708.2.2. AND SHALL BE SUPERVISED BY A REGISTERED DESIGN PROFESSIONAL. THE TEST SHALL SIMULATE THE APPLICABLE LOADING CONDITIONS SPECIFIED IN CHAPTER 16 AS NECESSARY TO ADDRESS THE CONCERNS REGARDING STRUCTURAL STABILITY OF THE BUILDING, STRUCTURE OR PORTION THEREOF. 1.SPECIAL INSPECTIONS OF STRUCTURAL STEEL AND STRUCTURAL STEEL ELEMENTS IN A SEISMIC FORCE-RESISTING SYSTEMS IN BUILDINGS AND STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY B, C, D, E OR F SHALL BE PERFORMED IN ACCORDANCE WITH THE QUALITY ASSURANCE REQUIREMENTS OF AISC 341. CBC 1705.12.1 2.QUALITY ASSURANCE AND QUALITY CONTROL FOR THE CONNECTIONS OF THE SEISMIC FORCE RESISTING SYSTEM SHALL BE PROVIDED PER THE REQUIREMENTS OF FEMA 353 GUIDELINES. I. PROCEDURE IDENTIFICATION II. BASE METAL IDENTIFICATION III. WELDING PROCESS IV. TYPE OF WELD V.POSITION OF WELD VI. FILLER METAL SPECIFICATION VII. FILLER METAL CLASSIFICATION VIII.NUMBER OF PASSES IX.WELDING CURRENT X.WELDING POLARITY XI. PRE-HEAT AND INTERPASS TEMPERATURES XII.WELDING PARAM1ETERS (ELECTRODE DIAMETER, AMPERAGE RANGE, VOLTAGE RANGE, TRAVEL SPEED RANGE, WIRE FEED SPEED RANGE AND ELECTRODE STICKOUT). GENERAL NOTES: STEEL FABRICATION AND WELDING NOTES: STRUCTURAL STABILITY: STRUCTURAL STEEL SEISMIC FORCE - RESISTING SYSTEMS: WORK REQUIRING SPECIAL INSPECTION: THE FOLLOWING SPECIAL INSPECTIONS SHALL BE REQUIRED PER CHAPTER 17 OF THE BUILDING CODE: 1.PLACEMENT OF STRUCTURAL CONCRETE IN EXCESS OF 2500 PSI (CONTINUOUS SPECIAL INSPECTION) INCLUDING SAMPLING AND TESTING FOR STRENGTH AND SLUMP: SEE SHEET A-2 & DETAILS: 79/D-7 & 80/D-7. 2.OFF-SITE FABRICATION (SHOP WELDING): SEE DETAILS: 27/D-3, 29/D-3, 30/D-3, 31/D-3, 32/D-3, 85/D-8 & 86/D-8. 3.EXPANSION ANCHORS INSTALLED IN CONCRETE: SEE DETAILS: 35/D-3, 61/D-6, 63/D-6, 64/D-6, 68/D-6, 70/D-6, 72/D-6, 82/D-7, 85/D-8, 86/D-8, 88/D-8, 96/D-8, 99/D-9, 100/D-9 & 101/D-9. 4.EXPANSION ANCHORS INSTALLED IN MASONRY: SEE DETAILS: 29/D-3, 30/D-3, 50/D-5, 53/D-5, 54/D-5, 56/D-5, 57/D-5, 58/D-5, 60/D-5 & 62/D-6. 5.ADHESIVE ANCHORS INSTALLED IN MASONRY: SEE DETAILS: 27/D-3, 28/D-3, 31/D-3, 32/D-3 & 97/D-9 6.ADHESIVE ANCHORS INSTALLED IN CONCRETE: SEE DETAIL: 20/D-2 7.ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION: f ' m = 1900 PSI, SEE SHEET A-2, DETAILS: 79/D-7 & 80/D-7 AND MASONRY SPECIFICATIONS ON SHEET A-0.4 8.THE PREPARATION OF THE BUILDING PAD INCLUDING SOILS TYPE, DEPTH OF FOUNDATION, COMPACTION, ETC. REQUIRES SPECIAL INSPECTION BY THE GEOTECHNICAL ENGINEER. SEE SHEET A-2, 'FOUNDATION & SITE PREPARATION NOTES' #3 THROUGH #12 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-0.2 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH STATEMENT OF SPECIAL INSPECTIONS STATEMENT OF SPECIAL INSPECTIONS APPLIES TO THIS PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDa CBC REFERENCEa X 1. Inspect reinforcement, including prestressing tendons, and verify placement.__X ACI 318: Ch. 20, 25.2, 25.3, 26.6.1-26.6.3 1908.4 2. Reinforcing bar welding: a. Verify weldability of reinforcing bars other than ASTM A706; b. Inspect single-pass fillet welds, maximum 5/16"; and c. Inspect all other welds. __ X X X AWS D1.4 ACI 318: 26.6.4 __ X 3. Inspect anchors cast in concrete.__X ACI 318: 17.8.2 __ X 4. Inspect and test anchors post-installed in hardened concrete members.b a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads. b. Mechanical anchors and adhesive anchors not defined in 4.a. X X ACI 318: 17.8.2.4 ACI 318: 17.8.2 __ X 5. Verify use of required design mix.__X ACI 318: Ch. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 X 6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.X __ASTM C172ASTM C31ACI 318: 26.5, 26.12 1908.10 7. Inspect concrete and shotcrete placement for proper application techniques.X __ACI 318: 26.5 1908.6, 1908.7, 1908.8 8. Verify maintenance of specified curing temperature and techniques.__X ACI 318: 26.5.3-26.5.5 1908.9 9. Inspect prestressed concrete for: a.Application of prestressing forces; and b.Grouting of bonded prestressing tendons. X X __ACI 318: 26.10 __ 10. Inspect erection of precast concrete members.__X ACI 318: 26.9 __ 11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete andprior to removal of shores and forms from beams and structural slabs. __X ACI 318: 26.11.2 __ 12. Inspect formwork for shape, location and dimensions of the concrete member being formed.__X ACI 318: 26.11.1.2(b)__ a.Where applicable, see Section 1705.12, Special inspections for seismic resistance. b.Specific requirements for special inspection are included in the research report (ICC-ES) for the anchor issued by an approved source in accordance with 17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official prior to the commencement of the work. APPLIES TO THIS PROJECT TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARDa CBC REFERENCEa 1. Material identification and testing of high-strength bolts, nuts and washers: a. Identification markings to conform to ASTM standards specified in the approved construction documents.__X RCSC: 1.5, AISC 360: A3.3, J3.1 and applicable ASTM material standards 2202A.1, [DSA-SS/ CC] 2202.1 b. Manufacturer's certificate of compliance required.__X RCSC: 1.5 & 2.1; AISC 360: A3.3 & N3.2 __ c. Testing of high-strength bolts, nuts and washers.____RCSC: 7.2, Applicable ASTM material standards 2213A.1, [DSA-SS/ CC] 2212.6.1 2. Inspection of high-strength bolting: a. Snug-tight joints.__X RCSC: 7-9, AISC 360: J3.1, J3.2, M2.5 & N5.6 1705A.2.6, 2204A.2, [DSA-SS/ CC] 2204.2 b. Pretensioned and slip-critical joints using turn-of-nut with matchmarking, twist-off bolt or direct tension indicator methods of installation __X c. Pretensioned and slip-critical joints using turn-of-nut without matchmarking or calibrated wrench methods of installation.X __ 3. Material identification and testing of structural steel and cold-formed steel deck: a. For structural steel, identification markings to conform to AISC 360.__X ACI 360: A3.1 2202A.1, [DSA-SS/ CC] 2202.1 b. For other steel, identification markings to conform to ASTM standards specified in the approved construction documents.__X Applicable ASTM material standards 2202A.1, [DSA-SS/ CC] 2202.1 c. Manufacturer's certified test reports.__X AISC 360: A3.1& N3.2 __ d. Testing of unidentified steel.____Applicable ASTM material standards 2202A.1, [DSA-SS/ CC] 2202.1 4. Material identification of welding consumables and testing of welded elements: X a. Identification markings to conform to AWS specification in the approved construction documents.__X AISC 360, A3.5 & N3.2 and applicable AWS A5 documents __ b. Manufacturer's certificate of compliance required.__X AISC 360: N3.2 __ c. Nondestructive testing of welded joints.____AISC 360: N5.5 5. Inspection of welding: a. Structural steel and cold-formed steel deck: X 1. Complete and partial joint penetration groove welds X __ AISC 360: J2, M2.4, & M4.5, AWS D1.1 AWS D1.8 1705A.2.1, 1705A.2.5 2. Multipass fillet welds.X __ 3. Single-pass fillet welds > 5/16"X __ 4. Plug and slot welds.X __ X 5. Single-pass fillet welds ≤ 5/16"__X 6. Floor and roof deck welds.__X AWS D1.3, SDI QA/QC 1705A.2.1, 1705A.2.2 1705A.2.5 7. End-welded studs.__X AWS D1.1 1705A.2.5, 2213A.2, [DSA-SS/ CC] 2212.6.2 8. Welded sheet steel for cold-formed framing members __X AWS D1.3 1705A.2.5, 1705A.2.4.1 b. Reinforcing steel: 1. Verification of weldability of reinforcing steel other than ASTM A706.__X AWS D1.4, ACI 318: 18.2.8, 25.5.7.4, 26.6.4.1 1705A.3.1, 1903A.8 2. Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement. X __ 3. Shear reinforcement.X 4. Other reinforcing steel.__X 5. Tests of reinforcing bars.______1910A.2, [DSA-SS/ CC] 1909.2.4 6. Inspection of steel frame joint details for compliance: a. Details such as bracing and stiffening.__ b. Member locations.__ c. Application of joint details at each connection. 2022 CALIFORNIA BUILDING CODE TABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION 2022 CALIFORNIA BUILDING CODE TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL BP PLANCHECK jd jd rl jd jd jd A-0.3 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH SPECIFICATIONS, RFDS & ANTENNA SCHEDULE ANTENNA & CABLE SCHEDULE 1.ALL ANTENNAS AND CABLE SHALL BE FURNISHED & INSTALLED BY THE CONTRACTOR. 2.VERIFY MODEL NUMBERS OF ANTENNAS WITH THE RFDS AND THE CONSTRUCTION MANAGER. 3.CONTRACTOR TO PROVIDE ALL CONNECTORS AND ANCILLARY EQUIPMENT INCLUDING WEATHERIZATION, GROUND KITS, ETC.. 4.CONTRACTOR SHALL PROVIDE ALL CONDUIT, CABLE TRAY, GROUNDS, ETC. FOR COMPLETE INSTALLATION OF ANTENNAS AND CABLES SHOWN AND INTENDED AS REQUIRED FOR A COMPLETE OPERATING SYSTEM IN ACCORDANCE WITH CARRIER STANDARDS. 5.CONTRACTOR TO PROVIDE ALL LABOR TO INSTALL ANTENNAS, CABLE, AND EQUIPMENT. 6.CONTRACTOR SHALL COLOR CODE ALL CABLE. COLORED BANDS OF TAPE ON CABLE SHALL IDENTIFY SECTOR, FREQUENCY, TECHNOLOGY, AND TRANSMIT GROUP AS FOLLOWS ON ALL CABLE MODIFIED OR INSTALLED. 7.WHEN ANTENNA LINES ARE DIPLEXED, THE COLOR CODE OF THE HIGHEST FREQUENCY PREVAILS (I.E. UMTS DIPLEXED WITH TDMA SHOULD HAVE COLOR 4 BANDS) 8.PRIOR TO PLACEMENT OF ANTENNA POLE MOUNTS, THE CONTRACTOR SHALL VERIFY THAT THE AZIMUTH AND DIMENSIONS SHOWN ON THE PLANS MATCH ACTUAL FIELD CONDITIONS. ALLOWABLE TOLERANCE: HORIZONTAL ALIGNMENT = ±5°; VERTICAL ALIGNMENT = ±1°. ALL AZIMUTHS SHALL MATCH RFDS 9.IN NO CASE SHALL THERE BE ANY MORE THAN TWO (2) 90° TURNS (OR EQUIVALENT) IN ANY CONTINUOUS LENGTH OF CONDUIT BETWEEN PULL BOXES OR SIMILAR FEATURES. 10.CABLE CONDUIT SHALL BE AS SHOWN ON PLANS. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC. ALL EXPOSED CONDUIT ABOVE GRADE LEVEL SHALL BE IMC OR RIGID GALVANIZED. ALL EXPOSED CONDUIT PROTECTED IN A BUILDING OR ON A ROOF SHALL BE EMT OR UV STABILIZED PAINTED SCHEDULE 80 PVC 11.CABLE CONDUIT SHALL ONLY INCLUDE FACTORY-MADE LARGE RADIUS SWEEPS AT ALL CHANGES IN DIRECTION. SWEEP RADIUS SHALL BE 24" MINIMUM ABOVE GROUND AND 48" MINIMUM BELOW GROUND. 12.IN HIGH TRAFFIC AREAS OR WHERE SUSCEPTIBLE TO DAMAGE, CONTRACTOR SHALL PROVIDE FORMED 14 GA. GALVANIZED SHEET METAL COVERS OVER CABLE ROUTES. WHERE CABLE IS RUN ON THE WALL, ATTACH UNISTRUT TO WALL AND COVER WITH 14 GA. GALVANIZED FORMED SHEET METAL COVER OR MATERIAL AS DIRECTED BY THE CONSTRUCTION MANAGER 13.VERIFY ROUTE AND LENGTH OF CABLE PRIOR TO CUTTING. ADJUST INDICATED ROUTE AS REQUIRED TO CLEAR (E) EQUIPMENT AT FACILITIES 14.THE CONTRACTOR SHALL TEST ALL ANTENNAS AND SHALL PROVIDE DOCUMENTATION TO THE CONSTRUCTION MANAGER 15.THE CONTRACTOR SHALL VERIFY ALL BOLT TORQUE TOLERANCES PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS 16.GROUND ALL (N) ANTENNAS, (N) EQUIPMENT MOUNTS AND (N) COAX PER SHEETS E-4, E-5 & E-6. ANTENNA NOTES PER SECTOR OF CABLES & SIZE CABLE (+ / - 5') LENGTH 50'-0" AZIMUTHSECTORDIRECTION ANTENNA AND CABLE SCHEDULE BETA4 BETA3 BETA2 BETA1 200° EAST 110° ANTENNA ALPHA4 ALPHA3 ALPHA2 ALPHA1 SOUTH 1 HYBRID 6 x 12 MODEL NOTES: INSTALL (1) 6 x 12 HYBRID CABLE FOR EACH SECTOR (3 TOTAL) INSTALL (1) DEMARCATION JUNCTION BOX (RAYCAP SURGE SUPPRESSOR) PER SECTOR (3 TOTAL) INSTALL (3) ANTENNAS: ERICSSON KRE105281/1: 8.4" LENGTH x 7.9" WIDE x 4.9" DEEP, WEIGHT: 11.02 LBS INSTALL (6) ANTENNAS: COMMSCOPE NHH-65C-R2B: 96.0" LENGTH x 11.9" WIDE x 7.1" DEEP, WEIGHT: 51.6 LBS INSTALL (3) ANTENNAS: ERICSSON AIR 6419: 31.3" LENGTH x 16.1" WIDE x 9.8" DEEP, WEIGHT: 88.0 LBS INSTALL (2) RRU UNITS PER SECTOR, TOTAL OF (6) RRU UNITS 1 2 3 4 1 2 NUMBERSIZERRU UNITS DOWNTILT 0° RAYCAP 4 3 UNITS 4490 45'-1" RAD CENTER 1 1 GAMMA4 GAMMA3 GAMMA2 GAMMA1 330°NORTH 1 RRU UNITS AT KRE105281/1 ANTENNAS ARE INTEGRAL5 5 ERICSSON: KRE105281/1 COMMSCOPE: NHH-65B-R2B ERICSSON: AIR 6419 8.4" L x 7.9" W x 4.9" D 72.0" L x 11.9" W x 7.1" D 31.3" L x 16.1" W x 9.8" D 0°INTEGRAL W/ ANTENNA 46'-9" 4408 B48 DC (INTEGRAL)0°47'-8" 0°4490 0° 0°4490 0° 0° 0° 44'-1" 46'-9" 46'-9" 240'-0" 300'-0" COMMSCOPE: NHH-65B-R2B 0°4890 ERICSSON: AIR 6419 31.3" L x 16.1" W x 9.8" D ERICSSON: KRE105281/1 8.4" L x 7.9" W x 4.9" D 4890 4408 B48 DC (INTEGRAL)47'-8" 0° 0° ERICSSON: AIR 6419 ERICSSON: KRE105281/1 31.3" L x 16.1" W x 9.8" D 8.4" L x 7.9" W x 4.9" D 4408 B48 DC (INTEGRAL) 4890 47'-8" 72.0" L x 11.9" W x 7.1" D 1 HYBRID 6 x 12 1 HYBRID 6 x 12 COMMSCOPE: NHH-45C-R2B 95.9" L x 18.0" W x 7.0" D COMMSCOPE: NHH-45C-R2B 95.9" L x 18.0" W x 7.0" D COMMSCOPE: NHH-45C-R2B 95.9" L x 18.0" W x 7.0" D COMMSCOPE: NHH-45C-R2B 95.9" L x 18.0" W x 7.0" D 3 4 D-1 9 D-1 10 D-1 6 D-1 7 D-1 1 D-1 2 D-1 3 D-1 INTEGRAL W/ ANTENNA INTEGRAL W/ ANTENNA 45'-1" 44'-1" 44'-1" 44'-1" TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-0.4 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH STRUCTURAL CONCRETE & MASONRY SPECIFICATIONS STRUCTURAL CONCRETE SPECIFICATIONS 1.MINIMUM COMPRESSIVE STRENGTH OF MASONRY, F'm, SHALL BE 1500 PSI AT 28 DAYS. COMPLIANCE SHALL BE VERIFIED PER CBC SECTION 2105.3.3. SPECIAL INSPECTION REQUIRED. 2.MASONRY UNITS: ASTM C90, GRADE N, TYPE 1, MEDIUM WEIGHT HOLLOW, LOAD BEARING UNITS. MINIMUM COMPRESSIVE STRENGTH: 1900 PSI. 3.MORTAR: TYPE "S" CONFORM TO ASTM C270, GRADE N, TYPE 1 MINIMUM COMPRESSIVE STRENGTH: 1900 PSI. 4.GROUT: CONFORM TO ASTM C476 MINIMUM COMPRESSIVE STRENGTH: 2000 PSI 5.REINFORCING STEEL: LOCATION TYPE REINFORCING TO BE WELDED ASTM A706, GRADE 60 ALL OTHER REINFORCING ASTM A615, GRADE 60 JOINT REINFORCING ASTM A951 6.REINFORCING BAR LAP: 48 BAR DIAMETERS OR AS SPECIFICALLY NOTED ON DRAWINGS. WHERE MULTIPLE BARS ARE INSTALLED IN CELL OR COURSE, STAGGER LAPS A MINIMUM OF 2'-0". 7.CENTER VERTICAL REINFORCING IN NON-RETAINING WALLS UNLESS NOTED OTHERWISE. 8.LAY UNITS IN RUNNING BOND AND MAINTAIN VERTICAL CONTINUITY OF CORES OR CELL CAVITIES. USE OPEN END UNITS AT LOCATIONS OF VERTICAL REINFORCING. PLACE HORIZONTAL REINFORCING IN BOND BEAM UNITS OR STANDARD LINTEL UNITS. 9.FILL ALL CELLS SOLIDLY WITH GROUT. CLEAN CELLS AND BOND BEAMS OF MORTAR PROTRUSIONS AND DEBRIS BEFORE GROUTING. 10. PROVIDE THE FOLLOWING MINIMUM CLEARANCES: LOCATION CLEARANCES BETWEEN REINFORCING AND INSIDE FACE OF MASONRY UNITS 1/2" CLEAR BETWEEN PARALLEL BARS 1" CLEAR EMBEDDED BOLTS 1" CLEAR ALL AROUND STRUCTURAL MASONRY SPECIFICATIONS 11. VERTICAL REINFORCEMENT IN WALLS, PILASTERS ETC. SHALL BE DOWELED TO THE FOOTING WITH DOWELS THE SAME SIZE AND SPACING AS THE VERTICAL REINFORCING IN MASONRY, UNLESS NOTED OTHERWISE. 12.FOR LOW-LIFT GROUTING, LAY UNITS A MAXIMUM OF 2 FEET HIGH BEFORE GROUTING. PLACE GROUT IN A CONTINUOUS PLACEMENT IN GROUT LIFTS NOT EXCEEDING 2 FEET. COMPLETELY GROUT THE FULL HEIGHT OF THE WALL SECTION IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR. 13.FOR HIGH-LIFT GROUTING, LAY UNITS A MAXIMUM OF 12 FEET HIGH BEFORE GROUTING. PLACE GROUT IN A CONTINUOUS PLACEMENT IN GROUT LIFTS NOT EXCEEDING 6 FEET. COMPLETELY GROUT THE FULL HEIGHT OF THE WALL SECTION IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR. PROVIDE CLEANOUTS AT EVERY CELL ALONG THE BOTTOM COURSE OF EACH GROUT LIFT. USE SIKA GROUT AID TYPE II OR E-Z MIX ADMIXTURE IN THE GROUT TO REDUCE EARLY WATER LOSS AND PRODUCE AN EXPANSIVE ACTION. 14.CONDUITS SHALL NOT BE PLACED IN CELLS UNLESS SPECIFICALLY DETAILED 15. TWO #4 BARS REQUIRED AROUND ALL WALL OPENINGS. EXTEND 48 BAR DIAMETERS (24" MINIMUM) BEYOND OPENING 16.WALLS SHALL BE LATERALLY BRACED UNTIL CONNECTING DIAPHRAGMS ARE COMPLETE 17. VERTICAL REINFORCEMENT SHALL BE SECURED IN POSITION AT INTERVALS NOT GREATER THAN 200 BAR DIAMETERS. 18.SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY WORK OTHER THAN FULLY GROUTED OPEN-END HOLLOW-UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OR REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEAN-OUTS, AND DURING ALL GROUT OPERATIONS EXCEPTION: FOR HOLLOW-UNIT MASONRY WHERE THE F'C IS NO MORE THAN 1,500 PSI FOR CONCRETE UNITS OR 2,600 PSI FOR CLAY UNITS, SPECIAL INSPECTION MAY BE PERFORMED AS REQUIRED FOR FULLY GROUTED OPEN-END HOLLOW-UNIT MASONRY. FOR FULLY GROUTED OPEN-END HOLLOW-UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION AND DURING ALL GROUTING OPERATIONS. A. GENERAL 1.UNLESS SPECIFICALLY NOTED OTHERWISE OR SPECIFIED IN THESE DRAWINGS, THE FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. A.ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. B.SPECIFIC NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. C.MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS. 2.SEE OTHER SHEETS IN THESE DRAWINGS FOR INFORMATION AND DIMENSIONS NOT SHOWN THAT MAY BE NEEDED FROM OTHER TRADES TO PROPERLY COMPLETE THE CONCRETE WORK. 3.CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. 4.THESE DRAWINGS AND ASSOCIATED DETAILS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION UNLESS SPECIFICALLY NOTED OTHERWISE. 5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE THE SAFETY OF THE WORK UNTIL IT IS IN ITS COMPLETED FORM. THIS INCLUDES UNDERPINNING (E) FOOTINGS WHERE APPLICABLE. B.MATERIALS 1.DETAIL, PREPARE, FORM, CURE AND PLACE CONCRETE IN ACCORDANCE WITH ACI 315, ACI 318-14, CRSI AND ACI DETAILING MANUAL. 2.CHAMFER ALL EXPOSED EDGES 3/4". 3.CONCRETE FOR THIS PROJECT SHALL HAVE THE FOLLOWING MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: CONTRACTOR SHALL PROVIDE CONCRETE TEST CYLINDERS AS REQUIRED FOR 7 DAY AND 28 DAY TESTING. TEST DATA SHALL BE SUBMITTED TO CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL. SLUMP FOR CAISSON FOUNDATION SHALL BE FOR DRY SHAFT (NO TEMPORARY CASING). WHERE TEMPORARY CASING IS REQUIRED REFER TO GEOTECHNICAL REPORT. 4.CONCRETE WITH SPECIFIED STRENGTH REQUIRED TO BE GREATER THAN 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A SPECIAL INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY THE BUILDING DEPARTMENT. SEE SHEET A-0.2. 5.REINFORCING BAR GRADES: REINFORCING STEEL SHALL BE CLEAN, PREFORMED BARS CONFORMING TO ASTM A615 AS FOLLOW: #4 & LARGER BARS...................... GRADE 60 6.CEMENT: a.FOOTINGS & SLABS: TYPE II, CONFORMING TO ASTM C-150. b.PIER & CAISSON FOOTINGS: TYPE II, WITH 6% (+/-.5%) ENTRAINED AIR CONFORMING TO ASTM C-150. c.SEE CONCRETE AND SOIL SULFATE CONTENT NOTES ELSEWHERE ON THIS SHEET 7.AGGREGATE USED IN THE CONCRETE SHALL CONFORM TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE FOLLOWING: A.FOOTINGS, PAD & SLABS 9" THICK OR LESS: 3/4" GRAVEL (MAXIMUM) B.PIER AND CAISSON FOOTINGS: 1" GRAVEL 8.WATER SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 9.PREPARATION OF CONCRETE SHALL CONFORM TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 10.CONCRETE SHALL NOT BE FLOPPED THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS, CAISSONS, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. 11.SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 DIAMETERS OR AS SPECIFICALLY DETAILED ON DRAWINGS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. 12.REINFORCING BAR CLEARANCE: UNLESS SPECIFICALLY NOTED OTHERWISE, CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL BE AS NOTED BELOW. MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. A.CONCRETE IN CONTACT WITH EARTH, UNFORMED: 3" B.CONCRETE IN CONTACT WITH EARTH, FORMED: 2" C.WALL, EXTERIOR FACE: 1-1/2" D.WALL, INTERIOR FACE: 1" E.STRUCTURAL SLABS: 3/4" F.JOISTS: 3/4" G.BEAMS, GIRDERS AND COLUMNS: 1-1/2" 13.NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE IN SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. 14.CONDUIT PLACED IN A CONCRETE SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3-1/2" THICK, UNLESS SLAB IS LOCALLY THICKENED. SEE TYPICAL DETAIL. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES. 15.ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, INSERTS, AND OTHER EMBEDDED ITEMS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR IS PERMITTED. 16.ALL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN ACCORDANCE WITH A.C.I. STANDARDS 309-72 RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE. 17.ALL COLD WEATHER & HOT WEATHER CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH A.C.I. 305 AND 306. 18.SLABS SHALL BE SPRAYED WITH A CURING COMPOUND IMMEDIATELY AFTER FINISHING. KEEP SLAB WET FOR A (7) DAY PERIOD MINIMUM. _______________________________________________________________ _______________________________________________________________ LOCATION STRENGTH WEIGHT SLUMP ADMIXTURE A.EQUIPMENT ENCLOSURE 4,000psi 150pcf 4"NONE STRUCTURAL STEEL SPECIFICATIONS STRUCTURAL WELDING: 1.SEE SHEETS A-0.1 & A-0.2 FOR STANDARD SPECIAL INSPECTION NOTES FOR STEEL FABRICATION AND WELDING. STRUCTURAL STEEL: 1.DESIGN, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE FOLLOWING: A."SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" B."AISC CODE OF STANDARD PRACTICE" LATEST EDITION C.AISC, 15TH EDITION PER ASCE 7 2.ALL FABRICATION SHALL BE DONE BY AN AISC APPROVED FABRICATOR. 3.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: W SHAPES:ASTM A992 GRADE 50 STRUCTURAL STEEL PIPE:ASTM A53 GRADE B. HOLLOW STRUCTURAL SECTIONS:ASTM A500 GRADE B. ALL OTHER SHAPES, PLATES AND BARS:ASTM A36 4.ALL WELDING SHALL CONFORM TO AWS D1.1 LATEST EDITION AND SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES THEREIN. THE FOLLOWING SECTIONS SHALL BE GIVEN SPECIAL ATTENTION. *SECTION 5.3 FOR QUALIFIED WELDER. *SECTION 4.2 FOR PREHEAT AND INTERPASS TEMPERATURES. *SECTION 4, PARTS B, C, AND D FOR ARC WELDING TECHNIQUES. *SECTION 6 AND SECTION 8, PART D FOR INSPECTION. 5.ARC-WELDING ELECTRODES/FILLER METALS TO BE LOW HYDROGEN TYPES E7XTX, E7XTXX OR E70XXX MINIMUM AS APPLICABLE. ELECTRODES WITH CHARPY V-NOTCH (CVN) TESTS VALUES OF A MINIMUM 20 FOOT-POUNDS AT 20 DEGREES FAHRENHEIT ARE TO BE USED AT THE FOLLOWING LOCATIONS: COMPLETE JOINT PENETRATION WELDS 6.STEEL CONNECTORS SHALL CONFORM TO THE FOLLOWING: ANCHOR RODS:ASTM A1554 GRADE 55 UNO. BOLTS:ASTM A307 UNO. NUTS:ASTM A563, HEX GRADE A UNO. HIGH STRENGTH BOLTS:ASTM F3125 OR A325. NUTS FOR HIGH STRENGTH BOLTS:ASTM A563, HEAVY HEX GRADE C. WASHERS:ASTM F436. 7.ALL BOLT HOLES SHALL BE AS FOLLOWS: MEMBER-TO-MEMBER STANDARD DIAMETER UNLESS APPROVED BY THE STRUCTURAL ENGINEER BASE PLATES OR ANCHOR ROD HOLE: 3/4, 7/8"Ø:5/16" OVERSIZE 1", 2"Ø:1/2" OVERSIZE OVER 2"Ø:1" OVERSIZE 8.INSTALLATION AND TIGHTENING SHALL CONFORM TO THE 1985 AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." 9.ALL REQUIRED HOT-DIP GALVANIZED STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS, THOROUGHLY COATED WITH ZINC-RICH PRIMER: STEEL HARDWARE AND SMALLER ITEMS ASTM A153 ALL OTHER STEEL ASTM A123 & ASTM F2329 REPAIR GALVANIZING AFTER ALL WELDING IN ACCORDANCE WITH ASTM A780 10.PLATFORM DECKING: McNICHOLS GW-225 BAR GRATING. 2-1/4" DEEP, 12-1/16" WIDE, (11) 3/16" WIDE BARS PER PLANK STRUCTURAL TESTS AND INSPECTIONS ITEM SPECIFICATION STRUCTURAL WELDING: GENERAL STRUCTURAL STEEL AWS D1.1 SHEET STEEL AWS D1.3 REINFORCING STEEL AWS D1.4 FULL PENETRATION OR GROOVE WELDS ULTRASONIC OR RADIOGRAPHIC TESTING THE FOLLOWING SECTIONS OF AWS D1.1 SHALL BE GIVEN SPECIAL ATTENTION: *SECTION 5.3 FOR QUALIFIED WELDER. *SECTION 4.2 FOR PREHEAT AND INTERPASS TEMPERATURES. *SECTION 4, PARTS B, C, AND D FOR ARC WELDING TECHNIQUES. *SECTION 6 AND SECTION 8, PART D FOR INSPECTION. NONDESTRUCTIVE TESTING 1.IN SEISMIC ZONES 3 AND 4, WELDED, FULLY RESTRAINED CONNECTIONS BETWEEN THE PRIMARY MEMBERS OF ORDINARY MOMENT FRAMES AND SPECIAL MOMENT-RESISTING FRAMES SHALL BE TESTED BY NONDESTRUCTIVE METHODS FOR COMPLIANCE WITH APPROVED STANDARDS AND JOB SPECIFICATIONS. THIS TESTING SHALL BE A PART OF THE SPECIAL INSPECTION REQUIREMENTS OF THE CALIFORNIA BUILDING CODE CHAPTER 17. A PROGRAM FOR THIS TESTING SHALL BE ESTABLISHED BY THE PERSON RESPONSIBLE FOR STRUCTURAL DESIGN AND AS SHOWN ON PLANS AND SPECIFICATIONS. 2.AS A MINIMUM, THIS PROGRAM SHALL INCLUDE THE FOLLOWING: ALL COMPLETE PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE TESTED 100 PERCENT EITHER BY ULTRASONIC TESTING OR BY RADIOGRAPHY. EXCEPTIONS: WHEN APPROVED, THE NONDESTRUCTIVE TESTING RATE FOR AN INDIVIDUAL WELDER OR WELDING OPERATOR MAY BE REDUCED TO 25 PERCENT, PROVIDED THE REJECT RATE IS DEMONSTRATED TO BE 5 PERCENT OR LESS OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. A SAMPLING OF AT LEAST 40 COMPLETED WELDS FOR A JOB SHALL BE MADE FOR SUCH REDUCTION EVALUATION. REJECT RATE IS DEFINED AS THE NUMBER OF WELDS CONTAINING REJECTABLE DEFECTS DIVIDED BY THE NUMBER OF WELDS COMPLETED. FOR EVALUATING THE REJECT RATE OF CONTINUOUS WELDS OVER 3 FEET IN LENGTH WHERE THE EFFECTIVE THROAT THICKNESS IS I INCH OR LESS, EACH 12-INCH INCREMENT OR FRACTION THEREOF SHALL BE CONSIDERED AS ONE WELD. FOR EVALUATING THE REJECT RATE ON CONTINUOUS WELDS OVER 3 FEET IN LENGTH WHERE THE EFFECTIVE THROAT THICKNESS IS GREATER THAN I INCH, EACH 6 INCHES OF LENGTH OR FRACTION THEREOF SHALL BE CONSIDERED ONE WELD. 3.FOR COMPLETE PENETRATION GROOVE WELDS ON MATERIALS LESS THAN 5/16 INCH THICK, NONDESTRUCTIVE TESTING IS NOT REQUIRED; FOR THIS WELDING WHEN CONTINUOUS INSPECTION IS REQUIRED. WHEN APPROVED BY THE BUILDING OFFICIAL AND OUTLINED IN THE PROJECT PLANS AND SPECIFICATIONS, THIS NONDESTRUCTIVE ULTRASONIC TESTING MAY BE PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR UTILIZING QUALIFIED TEST TECHNIQUES IN THE EMPLOYMENT OF THE FABRICATOR. 4.PARTIAL PENETRATION GROOVE WELDS WHEN USED IN COLUMN SPLICES SHALL BE TESTED EITHER BY ULTRASONIC TESTING OR RADIOGRAPHY WHEN REQUIRED BY THE PLANS AND SPECIFICATIONS. FOR PARTIAL PENETRATION GROOVE WELDS WHEN USED IN COLUMN SPLICES, WITH AN EFFECTIVE THROAT LESS THAN 3/4 INCH THICK, NONDESTRUCTIVE TESTING IS NOT REQUIRED; FOR THIS WELDING WHEN CONTINUOUS SPECIAL INSPECTION IS REQUIRED. 5.BASE METAL THICKER THAN 1-1/2 INCHES , WHEN SUBJECTED TO THROUGH-THICKNESS WELD SHRINKAGE STRAINS, SHALL BE ULTRASONICALLY INSPECTED FOR DISCONTINUITIES DIRECTLY BEHIND SUCH WELDS AFTER JOINT COMPLETION. 6.ANY MATERIAL DISCONTINUITIES SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF THE DEFECT RATING IN ACCORDANCE WITH THE (LARGER REFLECTOR) CRITERIA OF APPROVED NATIONAL STANDARDS. HIGH STRENGTH BOLTING A325SC (TWIST-OFF) PER PLAN: 1.THE INSPECTION OF HIGH-STRENGTH A325 AND A490 BOLTS SHALL BE IN ACCORDANCE WITH THE 1985 AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." 2.WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT; BOLTED PARTS; AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET. SUCH INSPECTIONS MAY BE PERFORMED ON A PERIODIC BASIS. THE SPECIAL INSPECTOR SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE PLANS OR SPECIFICATIONS AND SHALL MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND THAT THE SELECTED PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS. 3.ALL STRUCTURAL BOLTS SHALL BE TIGHTENED PER THE "TURN-OF-THE-NUT" METHOD DEFINED BY AISC TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-0.5 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH GENERAL SPECIFICATIONS 1.WORK INCLUDED: THIS SPECIFICATION IS INTENDED TO BE GENERAL IN ITS SCOPE AS TO WHERE SEALANT IS TO BE INSTALLED. THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND DETAILS AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXTENT OF THE SEALANT INVOLVED. ONLY A COMPLETE AND ABSOLUTELY WATERTIGHT JOB WILL BE ACCEPTED. 2.GUARANTEE: A.PROVIDE GUARANTEE, IN FORM REQUIRED BY VERIZON WIRELESS, FOR PERIOD OF TWO (2) YEARS. B.DEFECTIVE WORK WILL BE JUDGED A FAILURE DUE TO LEAKAGE, HARDENING, CRACKING, CRUMBLING, MELTING, SHRINKAGE OR RUNNING OF CAULKING COMPOUND OR SEALANT OR STAINING OF ANY ADJACENT WORK. 3.SEALANT: A.ONE PART, ELASTOMERIC-TYPE COMPOUND CONFORMING TO ESTI-S-00230C, TYPE II CLASS A. THE COMPOUND SHALL BE SUPPLIED IN A READY TO USE FORM WHICH REQUIRES NO ON THE JOB MIXING. USE FOR ALL EXTERIOR WORK EXCEPT AREAS SUBJECT TO FOOT TRAFFIC. B.NON-TRACKING SEALANT FOR AREAS SUBJECT TO FOOT TRAFFIC (INTERIOR OR EXTERIOR): TWO COMPONENT POLYURETHANE SEALANT, AS MANUFACTURED BY NAMECO INTERNATIONAL (VULKEM 245); SONNEBORN AND SONS (SONOCLASTIC, PAVING JOINT SEALANT); W.R. GRACE CO. (DARASEAL - U TRAFFIC GRADE); OR EQUAL. SEALANT SPECIFICATIONSBATTERY SPECIFICATIONS 1.ALL BATTERIES SHALL BE PROVIDED WITH LOW POSITIVE PRESSURE SELF-SEALING, FLAME ARRESTING SAFETY VENTS. 2.BATTERY SYSTEM SHALL BE PROVIDED WITH A LISTED DEVICE OR OTHER APPROVED METHOD TO PRECLUDE, DETECT AND CONTROL THERMAL RUNAWAY. 3.THE BATTERY CABINET SHALL BE EQUIPPED WITH A BATTERY ELECTROLYTE NEUTRALIZATION KIT CAPABLE OF NEUTRALIZING A SPILL FROM THE LARGEST BATTERY (1.78 GALLONS). 4.A "CAUTION" SIGN SHALL BE ATTACHED TO THE DOOR OF THE BATTERY CABINET. SEE NOTE 3 ON SHEET A-1 & DETAIL "22/D-2". 5.BATTERY RACK ANCHORS ARE DESIGNED TO RESIST SEISMIC LOADS IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE. SEE DETAIL "35/D-3" BATTERY SUMMARY: CALIFORNIA FIRE CODE BATTERY SPECIFICATION: SAFT TELX-180 NICKEL CADMIUM BATTERIES POST-INSTALLED CONCRETE AND MASONRY ANCHORS APPROVED ANCHORS CONCRETE EXPANSION ANCHORS: "HILTI" KWIK BOLT TZ2 (ICC ELC-4266) EXPIRES 12/2023. MASONRY EXPANSION ANCHORS: "HILTI" KWIK BOLT TZ2 (ICC ESR-4561) EXPIRES 12/2023. ADHESIVE ANCHORS IN CONCRETE: "HILTI" HIT-HY 200 V3 (ICC ELC-4868) EXPIRES 03/2024. ADHESIVE ANCHORS & RODS IN CONCRETE: "SIMPSON" STRONG-TIE SET 3-G EPOXY THREADED ROD & REBAR ANCHORS (ICC ESR-4057) EXPIRES 04/2024. ADHESIVE ANCHORS & RODS IN MASONRY: "HILTI" HIT-HY 270 (ICC ESR-4143) EXPIRES 01/2025. POWDER DRIVEN ANCHORS FOR SHEET METAL: "HILTI" X-U 15 (ICC ESR-2269) EXPIRES 02/2025. SCREW ANCHORS FOR MASONRY AND CONCRETE: "TAPCON" ANCHORS WITH ADVANCED THREADFORM TECHNOLOGY (ICC ESR 1671) EXPIRES 09/2024. INSTALLATION NOTES 1.ALL CONCRETE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROPRIATE ICC REPORT IN NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE HAVING A SPECIFIED STRENGTH OF 2500 PSI TO 8500 PSI. 2.ALL MASONRY ANCHORS SHALL BE INSTALLED IN SOLID GROUTED MASONRY UNITS CONFORMING WITH ASTM C90 GRADE N, TYPE 1. 3.GROUT SHALL HAVE MINIMUM A TESTED STRENGTH OF 2,000 PSI IN ACCORDANCE WITH ASTM C476 AND C1019. 4.MORTAR SHALL BE TYPE S, GRADE N, TYPE 1 WITH A MINIMUM TESTED STRENGTH OF 1,900 PSI IN ACCORDANCE WITH ASTM C270. 5.WHEN INSTALLING ANCHORS IN (E) NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE (E) REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF ONE-INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN. 6.WHEN INSTALLING ANCHORS IN PRE-STRESSED OR POST-TENSIONED CONCRETE, THE CONTRACTOR SHALL X-RAY THE SURROUNDING AREA TO LOCATE AND MARK ALL ADJACENT REINFORCING WITHIN 12" OF PROPOSED ANCHOR LOCATION. CONTRACTOR SHALL USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE (E) REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF THREE INCHES BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN. 7.ANCHOR DIAMETER REFERS TO THE OUTSIDE DIAMETER OF THE ANCHOR. 8.ALL TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE SPECIAL INSPECTOR. 9.FOR VERIFYING SATISFACTORY INSTALLATION WORKMANSHIP, PERFORM PROOF LOAD TESTS FOR EXPANSION ANCHORS ACTING IN SHEAR AND/OR TENSION IN THE PRESENCE OF THE SPECIAL INSPECTOR. SUBMIT REPORT OF TEST RESULTS TO ENFORCEMENT AGENCY. IF ANY ANCHORS FAIL THE TENSION-TESTING REQUIREMENTS, ADDITIONAL TESTING SHALL BE CONDUCTED UNTIL ACCEPTABLE TO THE ENFORCEMENT AGENCY. A. WHEN EXPANSION TYPE ANCHORS ARE USED FOR SILL PLATE BOLTING APPLICATIONS, 10% OF THE ANCHORS SHALL BE TENSION TESTED. B. WHEN EXPANSION TYPE ANCHORS ARE USED FOR OTHER STRUCTURAL APPLICATIONS, ALL SUCH EXPANSION ANCHORS SHALL BE TENSION TESTED. EXPANSION-TYPE ANCHORS SHALL NOT BE USED AS HOLD-DOWN BOLTS. C. WHEN EXPANSION TYPE ANCHORS ARE USED FOR NON-STRUCTURAL APPLICATIONS, SUCH AS EQUIPMENT ANCHORAGE, 50% OR ALTERNATE BOLTS IN A GROUP SHALL BE TENSION TESTED. D. PROOF LOAD TEST THE EXPANSION ANCHORS TO THE TORQUE PROOF LOAD INDICATED BY THE MANUFACTURER FOR THAT PARTICULAR ANCHOR. IF ANY ANCHOR FAILS, THEN TEST ALL ANCHORS NOT PREVIOUSLY TESTED UNTIL (20) CONSECUTIVE PASS, THEN RESUME INITIAL TESTING FREQUENCY. E. THE PROOF LOAD MAY BE APPLIED BY ANY METHOD THAT WILL EFFECTIVELY MEASURE THE TENSION IN THE ANCHOR, SUCH AS DIRECT PULL WITH A HYDRAULIC JACK, A TORQUE WRENCH CALIBRATED FOR USE WITH A SPECIFIC ANCHOR, CALIBRATED SPRING-LOADED DEVICES, ETC. ANCHORS IN WHICH TORQUE IS USED TO EXPAND THE ANCHOR WITHOUT APPLYING TENSION TO THE BOLT MAY NOT BE VERIFIED WITH A TORQUE WRENCH. 10.APPLY PROOF TEST LOADS TO WEDGE ANCHORS WITHOUT REMOVING THE NUT IF POSSIBLE. IF NOT, REMOVE NUT AND INSTALL A THREADED COUPLER TO THE SAME TIGHTNESS AS THE ORIGINAL NUT USING A TORQUE WRENCH AND APPLY LOAD. 11.REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE ANCHOR BEING TESTED, PROVIDED THE ANCHOR IS NOT RESTRAINED FROM WITHDRAWING BY THE FIXTURE(S). 12.TEST EQUIPMENT (INCLUDING TORQUE WRENCHES) IS TO BE CALIBRATED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED PROCEDURES. 13.THE FOLLOWING CRITERIA APPLY FOR THE ACCEPTANCE OF INSTALLED ANCHORS: HYDRAULIC RAM METHOD: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD. FOR WEDGE AND SLEEVE TYPE ANCHORS, A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER UNDER THE NUT BECOMES LOOSE. TORQUE WRENCH METHOD: THE APPLICABLE TEST TORQUE MUST BE REACHED WITHIN THE FOLLOWING LIMITS; WEDGE OR SLEEVE TYPE: ONE-HALF (1/2) TURN OF THE UNIT ONE-QUARTER (1/4) TURN OF THE NUT FOR THE 3/8" SLEEVE ANCHOR ONLY 14.TESTING SHOULD OCCUR A MINIMUM OF 24 HOURS AFTER INSTALLATION OF THE SUBJECT ANCHOR. CALIFORNIA FIRE CODE - 2022 CFC CHAPTER 12, SECTION 1207 ELECTRICAL ENERGY STORAGE SYSTEMS (ESS): ·NICKEL CADMIUM ·CONTAINERS ARE HEAT SEALED ·INDIVIDUAL BATTERY TOTAL: (30) MAXIMUM ·(1) BATTERY STRING = (5) INDIVIDUAL BATTERY CELLS ·TOTAL BATTERY STRINGS: (6) MAXIMUM (30) BATTERIES ·ONE STRING: 25.9" LONG X 20.7" WIDE X 10.0" HIGH ·48 VOLTS PER STRING ·172 AMP HOURS PER STRING ·365.0 LBS. PER STRING ·BATTERY RATING (EACH STRING): (48V x 172Ah) / 1000 - 8.26 KWH ·BATTERY RATING (TOTAL) 8.26 KWH x 6 BATTERY STRINGS = 49.54 KWH (TOTAL) ·BATTERY SYSTEM THRESHOLD: 49.54 KWH< 70 KWH PER CBC TABLE 1207.1.1 ·LOW POSITIVE PRESSURE SELF-SEALING SAFETY VENTS WITH FLAME ARRESTOR ·BATTERIES MEET OR EXCEED IEEE RECOMMENDED PRACTICES AND UL RECOGNITION REQUIREMENTS ·THIS BATTERY INSTALLATION IS NOT SUBJECT TO THE REQUIREMENTS OF THE CALIFORNIA FIRE CODE SECTION 1207 FOR ELECTRICAL ENERGY STORAGE SYSTEMS BATTERY SUMMARY: ORANGE COUNTY ENVIRONMENTAL HEALTH ·1.78 GALLONS OF ELECTROLYTE PER BATTERY CELL / 8.90 GALLONS PER STRING ·(6) STRINGS, (30) BATTERIES (MAXIMUM TOTAL) ·ELECTROLYTE VOLUME: (6) BATTERY STRINGS x 8.90 GALLONS = 53.4 GALLONS ·COUNTY HAZMAT THRESHOLD: 53.4 GALLONS < 55.00 GALLONS ·THIS BATTERY INSTALLATION DOES NOT REQUIRE A COUNTY OF ORANGE HAZARDOUS MATERIALS BUSINESS PLAN CHAINLINK LID SPECIFICATIONS INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900 1.ALL MATERIALS SHALL BE GALVANIZED 2.GATE POST, TERMINAL OR PULL POST: 4"Ø NOMINAL SCHEDULE 40 PIPE FOR GATE WIDTHS UP THROUGH 6 FEET FOR SINGLE SWING GATE OR 12 FEET FOR DOUBLE SWING GATE PER ASTM-F1083 3.LINE POST: 2"Ø NOMINAL SCHEDULE 40 PIPE PER ASTM-F1083 4.CORNER POST: 3"Ø NOMINAL SCHEDULE 40 PIPE PER ASTM-F1083 5.GATE FRAME: 1 1/2"Ø NOMINAL SCHEDULE 40 PIPE PER ASTM-F1083 6.TOP RAIL & BRACE RAIL: 1 1/4"Ø NOMINAL SCHEDULE 40 PIPE PER ASTM-F1083 7.FABRIC: 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392 CLASS 1 8.TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS AND RAILS AT MAX. 24" INTERVALS. INSTALL HOG RINGS ON TENSION WIRE AT 24" INTERVALS 9.TENSION WIRE: 7 GA. GALVANIZED STEEL 10.BARBED WIRE (OPTIONAL): DOUBLE STRAND 12-1/2 GAUGE TWISTED WIRE, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS 11.GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK (KEYED ALIKE FOR ALL SITES OR COMBINATION AS SPECIFIED BY VERIZON WIRELESS) 12.LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION 13.HEIGHT = 8' VERTICAL + 1' BARBED WIRE (OPTIONAL) VERTICAL DIMENSION 14.ALL WORK SHALL CONFORM WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS FOR FENCES 15.GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 180° ATTACHMENT OR APPROVED EQUAL 16.THE GUIDE (LATCH ASSEMBLY) SHALL BE HEAVY INDUSTRIAL DOUBLE-GATE LATCH 17.LATCHES AND STOPS SHALL BE PROVIDED FOR ALL GATES 18.PLUNGER ROD COMPLETE WITH RECEPTOR TO BE PROVIDED AT THE INACTIVE LEAF OF ALL DOUBLE GATE INSTALLATIONS 19.ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN POSITION SCOPE OF WORK FOR BATTERY INSTALLATION: 1.THIS IS A NEW FACILITY. 2.THERE ARE NO EXISTING BATTERIES TO BE REMOVED OR RELOCATED. 3.MAXIMUM (30) NEW BATTERIES WILL BE INSTALLED. 4.SEE BATTERY SPECIFICATIONS SHEET D-10. SAFT TELX-180 NICKEL CADMIUM BATTERIES TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-0.6 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH LARR REPORT E E E F F F TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH EQUIPMENT PLAN SCALE: 1/8" = 1'-0" EQUIPMENT PLAN A-4 B A-4 A A-4 A A-4 B 13'-4" 3' - 0 " 3' - 0 " 1' - 0 " 1' - 0 " 3' - 0 " 3' - 0 " 2' - 1 1 " 3' - 0 " KEYED NOTES: 3 7 8 5 6 4 (N) VERIZON KOHLER 30KW AC STAND-BY GENERATOR WITH 203 GALLON TRIPLE WALL TERTIARY DIESEL FUEL TANK WITH CONTAINMENT 1 (N) 4'-0" WIDE x 8'-0" HIGH STEEL PICKET GATE WITH VERIZON SIGNAGE ON ADJACENT WALL. SEE DETAILS 2 9 11 12 13 14 NFPA 704 ALERT SIGN MOUNTED ON GENERATOR 15 (N) MAIN GROUND BUS BAR MOUNTED TO (E) CONCRETE BLOCK WALL 16 18 21 28 PROVIDE 4" x 8" OPENING AT BASE OF WALL FOR DRAINAGE (TYPICAL OF 3) (N) CHAINLINK LID 10 (N) VERIZON BATTERY CABINET ON (N) CONCRETE SLAB. CABINET SHALL BE "HARDENED" WITH STAINLESS STEEL SES PLATES & HIDDEN SHACKLE PADLOCK. (N) VERIZON POWER PLANT / EQUIPMENT CABINET ON (N) CONCRETE SLAB. CABINET SHALL BE "HARDENED" WITH STAINLESS STEEL SES PLATES & HIDDEN SHACKLE PADLOCK. (N) VERIZON WALL MOUNTED INTEGRATED LOAD CENTER (ILC) (N) VERIZON WALL MOUNTED FIBER CABINET (N) 17" x 30" FIBER HAND HOLE WITH BOLT-DOWN CONCRETE COVER (N) 4" PVC CONDUIT RUN IN TRENCH (BORE) TO FIBER P.O.C. (E) PARKING STRIPES ON ROOF ABOVE (E) PARAPET ABOVE PROPERTY LINE, TYPICAL (N) VERIZON 8'-0" TALL CONCRETE BLOCK EQUIPMENT ENCLOSURE. WALL SHALL BE PAINTED TO MATCH (E) ADJACENT CONCRETE BLOCK WALL (N) 2" EMT CONDUIT RUN IN TRENCH (BORE) TO POWER P.O.C. (N) 2'-8" x 4'-0" OPENING WITH HSS 2x8 FRAME & PICKETS @ 4" O.C. FOR (N) 28"x44" LOUVERED AIR EXHAUST VENT FOR GENERATOR EXHAUST. (E) TURF 2'-9"7'-2"2'-9" (E) TOP OF SLOPE (E) PARKING AREA ON ROOF ABOVE (E) CONCRETE WALKWAY ON ROOF 23 (N) VERIZON 12" WIDE CABLE TRAY ASSEMBLY ALIGNED WITH PARKING STRIPES (ABOVE) (E) CONCRETE WHEEL STOP ON ROOF ABOVE (TYPICAL) 24 25 17 19 22 20 23 ' - 4 " (N) VERIZON 6x12 HYBRID CABLE INSIDE CABLE TRAY, TOTAL OF 3 26 27 155 . 2 4 E G 154 . 8 5 E G 154 . 1 1 E G 5'-0" 6' - 0 " (N) 5'-0" x 6'-0" CONCRETE LANDING 2' - 1 " 2'-0"3'-4"7'-4" 4'-11" (FUTURE) 6' - 8 " (E) TREES TO BE TRIMMED TO CLEAR PATH FOR ANTENNAS 29 (N) E/911 GPS ANTENNA MOUNTED TO AND MINUMUM 12" ABOVE CABLE SHROUD ABOVE. SEE NOTE 16 ON SHEET A-5. 13 20 6 11 7 2 18 27 19 28 5 14 23 22 24 25 15 3 3 16 17 10 23 21 9 8 26 29 1 N MA G N E T I C NO R T H (N) SPRING WOUND TIMER OPERATED LIGHT FIXTURES (TOTAL OF 1) MOUNTED TO (N) CONCRETE BOCK WALL ENCLOSURE 6 E-7 96 D-8 22 E-8 30 82 D-7 4 82 D-7 84 D-7 16 D-2 22 23 24 D-2D-2 D-2 36 D-3 97 D-9 (E) W12x40 STEEL COLUMNS TO REMAIN (TYPICAL) (VERIFY-IN-FIELD) 30 30 12 103 D-9 102 D-9 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-1.1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH PARTIAL ROOF PLAN & CONDUIT PATH SCALE: 3/32" = 1'-0" PARTIAL ROOF PLAN & CONDUIT PATH N MAGNET I C NORTH 20'-6"20'-6"20'-6"20'-6"20'-6"20'-6"20'-6"25'-0"17'-2" (E) W12x40 STEEL COLUMNS TO REMAIN (TYPICAL) 1/2" = 1'-0" SCALE:A (E) 4" WIDE PARKING STRIPE 100 D-9 100 D-9 (E) W12x40 TO REMAIN (E) CONCRETE PARAPET 25 " R4 8 ' - 0 " TY P . R48'-0" TYP. (E) CONCRETE PARAPET DETAIL 'A' A A-1.1 1/2" = 1'-0" SCALE:BDETAIL 'B' (E) W12x40 TO REMAIN (N) 4" EMT CONDUIT B A-1.1 (N) 4" EMT CONDUIT (E) 4" WIDE PARKING STRIPE 2'-2 1/2" 25 " (E) 4" WIDE PARKING STRIPE 101 D-9 101 D-9 1/2" = 1'-0" SCALE:DETAIL 'C'C R2'-0 " R2'-0" (E) 4" WIDE PARKING STRIPE (E) CONCRETE WHEEL STOP2'-2 1/2" (N) 4" EMT CONDUIT R2'- 0 " 100 D-9 (E) W12x40 TO REMAIN (E) CONCRETE WHEEL STOP (E) CONCRETE WHEEL STOP (TYPICAL) (E) PARKING STRIPE (N) 4" EMT CONDUIT (E) CONCRETE PARAPET (E) CONCRETE PARAPET (E) CONCRETE PARAPET (E) CONCRETE PARAPET (E) CONCRETE PARAPET 100 D-9 99 D-9 R2 ' - 0 " C A-1.1 D A-1.1 99 D-9 1/2" = 1'-0" SCALE:DETAIL 'D'D 99 D-9 100 D-9 1 1/2" 1 1 / 2 " (E) W12x40 TO REMAIN (E) CONCRETE WHEEL STOP (TYPICAL) (E) CONCRETE WALKWAY ON ROOF R2'-0 " R2'-0 " (N) 4" EMT CONDUIT (E) CONCRETE BLOCK WALL PARAPET TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-10 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH EXTERIOR ELEVATIONS 3 4 KEYED NOTES: 1 2 6 5 7 SCALE: 1/16" = 1'-0" 44 ' - 1 " CE N T E R L I N E O F ( N ) VE R I Z O N A N T E N N A S 48 ' - 1 " TO P O F ( N ) R F T R A N S P A R E N T S C R E E N 45 ' - 1 " CE N T E R L I N E O F ( N ) VE R I Z O N A N T E N N A S 48 ' - 1 " TO P O F ( N ) R F T R A N S P A R E N T S C R E E N 8' - 0 " 44 ' - 1 " CE N T E R O F ( N ) VE R I Z O N A N T E N N A S 48 ' - 1 " TO P O F ( N ) R F T R A N S P A R E N T S C R E E N SCALE: 1/16" = 1'-0" 2' - 0 " T Y P . 44 ' - 1 " CE N T E R O F ( N ) V E R I Z O N A N T E N N A S 48 ' - 1 " TO P O F ( N ) R F T R A N S P A R E N T S C R E E N 45 ' - 1 " CE N T E R L I N E O F ( N ) VE R I Z O N A N T E N N A S 48 ' - 1 " TO P O F ( N ) R F T R A N S P A R E N T S C R E E N (E) GRADE (N) GPS ANTENNA (E) CONCRETE BLOCK WALL (E) TREES (E) PARKING GARAGE (N) CABLE TRAY MOUNTED ON (E) WALL (N) VERIZON 8'-0" TALL CONCRETE BLOCK EQUIPMENT ENCLOSURE. WALL SHALL BE PAINTED TO MATCH (E) ADJACENT CONCRETE BLOCK WALL (N) VERIZON 8'-0" TALL CONCRETE BLOCK EQUIPMENT ENCLOSURE. WALL SHALL BE PAINTED TO MATCH (E) ADJACENT CONCRETE BLOCK WALL 8 (E) SPLIT-FACE CONCRETE BLOCK ENCLOSURE (E) SPLIT-FACE CONCRETE BLOCK TRASH ENCLOSURE 2' - 0 " 2' - 0 " (N) VERIZON ANTENNAS, RRUS & RAYCAP FACADE MOUNTED ON (E) BUILDING INSIDE (N) RF TRANSPARENT SCREENS (N) VERIZON ANTENNAS, RRUS & RAYCAP FACADE MOUNTED ON (E) BUILDING INSIDE (N) RF TRANSPARENT SCREENS TRIM TOP OF (E) EUCALYPTUS TREE SO THAT IT IS NO TALLER THAN 37'-0" ABOVE FINISHED GRADE TRIM TOP OF (E) EUCALYPTUS TREE SO THAT IT IS NO TALLER THAN 37'-0" ABOVE FINISHED GRADE 2 5 3 4 1 5 1 87 2 6 3 6 5 6 56 ' - 9 " TO P O F E L E V A T O R S H A F T 9 (E) LOWEST ADJACENT GRADE 9 9 9 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-11 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH EXTERIOR ELEVATIONS 3 4 KEYED NOTES: 1 2 6 5 7 SCALE: 1/16" = 1'-0" (E) GRADE (N) GPS ANTENNA (E) TREES (E) CONCRETE CURB (E) PARKING GARAGE SCALE: 1/16" = 1'-0" 44 ' - 1 " CE N T E R O F ( N ) VE R I Z O N A N T E N N A S 48 ' - 1 " TO P O F ( N ) R F T R A N S P A R E N T S C R E E N (E) SPLIT-FACE CONCRETE BLOCK EQUIPMENT ROOM (E) SPLIT-FACE CONCRETE BLOCK TRASH ENCLOSURE 44 ' - 1 " CE N T E R L I N E O F ( N ) VE R I Z O N A N T E N N A S 48 ' - 1 " TO P O F ( N ) R F T R A N S P A R E N T S C R E E N 44 ' - 1 " CE N T E R O F ( N ) V E R I Z O N A N T E N N A S 48 ' - 1 " TO P O F ( N ) R F T R A N S P A R E N T S C R E E N 2' - 0 " 2' - 0 " 2' - 0 " (N) VERIZON ANTENNAS, RRUS & RAYCAP FACADE MOUNTED ON (E) BUILDING INSIDE (N) RF TRANSPARENT SCREENS (N) VERIZON ANTENNAS, RRUS & RAYCAP FACADE MOUNTED ON (E) BUILDING INSIDE (N) RF TRANSPARENT SCREENS (N) VERIZON ANTENNAS, RRUS & RAYCAP FACADE MOUNTED ON (E) BUILDING INSIDE (N) RF TRANSPARENT SCREENS (N) VERIZON ANTENNAS, RRUS & RAYCAP FACADE MOUNTED ON (E) BUILDING INSIDE (N) RF TRANSPARENT SCREENS 3'-0" CLEAR FROM BOTTOM OF ANTENNA TO TOP OF (E) TREE TALLEST ADJACENT PALM TREE THIS ELEVATION OUTLINE OF (N) RF TRANSPARENT SCREEN REPLICATE CONTROL JOINTS & ARTICULATION ON (E) WALL IN (N) SCREEN 8 2 4 8 1 5 1 4 7 3 6 5 3 47 (N) VERIZON 8'-0" TALL CONCRETE BLOCK EQUIPMENT ENCLOSURE. WALL SHALL BE PAINTED TO MATCH (E) ADJACENT CONCRETE BLOCK WALL 56 ' - 9 " TO P O F E L E V A T O R S H A F T 56 ' - 9 " TO P O F E L E V A T O R S H A F T (E) LOWEST ADJACENT GRADE9 9 9 9 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-2 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH FOUNDATION PLAN SCALE: 3/8" = 1'-0" FOUNDATION PLAN 1 2 4 5 3 (N) VERIZON BATTERY CABINET ON (N) CONCRETE SLAB (N) VERIZON POWER PLANT / EQUIPMENT CABINET ON (N) CONCRETE SLAB. 7 8 6 10 9 11 (N) VERIZON CONCRETE SLAB PER NOTE BELOW (SHOWN SHADED) 12 13 14 (N) CONCRETE SLAB DRAINAGE DIRECTION (TYPICAL). MINIMUM 2% SLOPE FOR DRAINAGE OUT GATE OPENING. NOTE: FINISH SLAB ELEVATION INSIDE NEW ENCLOSURE SHALL SLOPE AS REQUIRED TO PROVIDE MINIMUM 2% SLOPE OUT DRAINAGE OPENINGS PROVIDE (N) 4" x 8" OPENINGS AT BASE OF WALL FOR DRAINAGE (TYPICAL OF 2) ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. f ' m = 1900 PSI. SEE SHEET A-0.1, NOTE 7 AND MASONRY SPECIFICATIONS SHEET A-0.4 (N) VERIZON CONCRETE BLOCK EQUIPMENT ENCLOSURE PAINTED & TEXTURED TO MATCH (E) ADJACENT BUILDING FUTURE VERIZON CABINET (N) VERIZON STAND-BY GENERATOR (N) 17" x 30" FIBER HAND HOLE WITH BOLT-DOWN CONCRETE COVER (E) 12" CONCRETE BLOCK WALL (E) 20" x 20" CONCRETE COLUMN TO REMAIN (N) VERIZON INTEGRATED LOAD CENTER (ILC) MOUNTED TO WALL (N) VERIZON FIBER CABINET MOUNTED TO WALL 73 D-7 SIM. 73 D-7 82 D-7 82 D-7 6 N MA G N E T I C NO R T H 3'-6" 3' - 6 " 3' - 6 " 9 13'-4" 23 ' - 4 " 6' - 8 " 12 ' - 4 " 4' - 4 " 8 11 5 4 7 A-4 B A-4 A A-4 A A-4 B TYP. 35 D-3 TYP. 20 D-2 10 10 1 80 D-716 14 (E) BUILDING FOOTING 15 14 155 . 2 4 E G 154 . 8 5 E G FINISHED SLAB THIS SIDE ALL ALONG (E) BUILDING 155.80' MINIMUM 8" THICK CONCRETE FLOOR SLAB WITH NO. 3 REINFORCING BARS PLACED AT 12" ON CENTER EACH WAY (CENTERED IN SLAB) AND EXTENDING AT LEAST 12" DOWN INTO PERIMETER TURNED-DOWN FOOTINGS. THE SLAB SHALL BE UNDERLAIN BY A MINIMUM 2" THICK BASE OF CLEAN, POORLY GRADED, COARSE SAND, OVER A 10 MIL VISQUEEN BARRIER OVER AN ADDITIONAL 2" THICK SAND BASE. BASED ON THE TYPE OF SOILS, TYPE II CEMENT WITH A MINIMUM STRENGTH OF 4,000 PSI & WATER-CEMENT RATIO OF 0.50 OR LESS WITH 6% (+/- 1.5% ENTRAINED AIR) MAY BE USED FOR CONCRETE IN CONTACT WITH THE ON-SITE SOILS. REFER TO TYPICAL DETAILS D-2 13 14 15 1.SEE CONCRETE SPECIFICATIONS BELOW AND ON SHEET A-0.4. 2.FOR DETAILED GEOTECHNICAL INFORMATION, REFER TO GEOTECHNICAL ENGINEERING REPORT, VERIZON WIRELESS, FISHER FLORAL, 2677 NORTH MAIN STREET, SANTA ANA, CA, 92705. PREPARED BY GEOTECHNICAL SOLUTIONS, INC., PROJECT NUMBER VP-6214-01 DATED JANUARY 31, 2024. 3.ALLOWABLE SOIL BEARING VALUE OF:(REFUSAL @ N/A) EQUIPMENT ENCLOSURE WALL : 1,500 PSF 4.THE BUILDING SITE SHALL BE PREPARED IN STRICT COMPLIANCE WITH ALL GUIDELINES, RECOMMENDATIONS AND SPECIFICATIONS CALLED FOR IN THE 2022 CALIFORNIA BUILDING CODE. 5.OVER EXCAVATION/REMOVALS: THE UPPER 18 TO 24 INCHES OF SUBSURFACE SOILS CONTAIN ORGANICS. ALL DELETERIOUS MATERIAL TO BE DISCARDED OFF THE SITE AND UPPER 24 INCHES OF THE SUBSURFACE MATERIALS TO BE REMOVED AND REPLACED WITH COMPACTED FILLS. ONSITE SOILS MAY BE REUSED. THE EXTENT OF REMOVAL SHOULD BE WITHIN THE PROPOSED CONCRETE SLAB FOOTPRINT AND MINIMUM 3 FEET BEYOND. THE REMOVAL BOTTOM AND COMPACTED FILL SHOULD BE PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS STATED BELOW. 6.SITE PREPARATION: VEGETATION, ORGANIC SOIL, ROOTS AND OTHER UNSUITABLE MATERIAL SHOULD BE REMOVED FROM THE BUILDING AREAS. PRIOR TO THE PLACEMENT OF FILL, THE (E) GROUND SHOULD BE SCARIFIED TO A DEPTH OF 6 INCHES, AND RE-COMPACTED. 7.PRIOR TO POURING CONCRETE, THE SUB-GRADE SOIL FOR THE CONCRETE SLAB AREA SHOULD BE WETTED TO A SLIGHTLY HIGHER THAN THE OPTIMUM MOISTURE TO A DEPTH OF 6 INCHES FROM THE SURFACE 8.FILL COMPACTION: ALL FILL AND BACKFILL TO BE PLACED IN ASSOCIATION WITH SITE DEVELOPMENT SHOULD BE ACCOMPLISHED AT SLIGHTLY OVER OPTIMUM MOISTURE CONDITIONS. THE MINIMUM RELATIVE COMPACTION RECOMMENDED FOR FILL IS 95 PERCENT RELATIVE COMPACTION BASED ON MAXIMUM DRY DENSITY PERFORMED IN ACCORDANCE WITH ASTM D-1557. SEE ITEM 11 BELOW. COMPACTION REQUIREMENTS (ASTM D1557): BELOW FOOTINGS:95 PERCENT BELOW SLABS AND PAVEMENT:95 PERCENT UNPAVED AREAS:90 PERCENT MAXIMUM LIFT:8-INCH COMPACTED THICKNESS 9.UTILITY TRENCHES: BEDDING MATERIALS SHOULD CONSIST OF SAND HAVING SAND EQUIVALENT NOT LESS THAN 30, WHICH MAY THEN BE JETTED. (E) SOILS MAY BE UTILIZED FOR TRENCH BACKFILL PROVIDED THEY ARE FREE OF ORGANIC MATERIALS AND ROCKS OVER 3 INCHES IN DIMENSION. THE BACKFILL SHOULD BE UNIFORMLY COMPACTED TO AT LEAST 90% RELATIVE COMPACTION BASED ON MAXIMUM DENSITY PERFORMED IN ACCORDANCE WITH ASTM D-1557. 10.FILL MATERIAL: THE ON-SITE SOILS CAN BE USED FOR COMPACTED FILL. A GEOTECHNICAL CONSULTANT SHALL BE NOTIFIED TO EVALUATE THE SUITABILITY OF THOSE SOILS FOR USE AS FILL AND AS FINISHED GRADE SOILS. IMPORTED FILL MATERIALS SHOULD BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO IMPORTING. SOILS EXHIBITING ANY EXPANSION POTENTIAL SHOULD NOT BE USED AS IMPORT MATERIALS. BOTH IMPORTED AND ON-SITE SOILS TO BE USED AS FILL MATERIALS SHOULD BE FREE OF DEBRIS, ORGANIC AND COBBLES OVER 3 INCHES IN MAXIMUM DIMENSION 11.SITE DRAINAGE: FOUNDATION AND SLAB PERFORMANCE DEPENDS GREATLY ON HOW WELL RUNOFF WATERS DRAIN FROM THE SITE. THIS IS TRUE BOTH DURING CONSTRUCTION AND OVER THE ENTIRE LIFE OF THE STRUCTURE. THE GROUND SURFACE AROUND STRUCTURES SHOULD BE GRADED SO THAT WATER FLOWS RAPIDLY AWAY FROM THE STRUCTURES WITHOUT PONDING. 12.THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL EMBED ITEMS WITH THE FLOOR PLAN PRIOR TO POURING CONCRETE AND SHALL NOTIFY THE VERIZON CONSTRUCTION MANAGER AND THE ARCHITECT IF DISCREPANCIES ARE FOUND. 13.FOOTING DEPTH DIMENSIONS SHOWN ON THE DETAILS ARE MINIMUMS AND MUST BE INCREASED AND STEPPED BY THE CONTRACTOR WHERE REQUIRED BY SPECIFIC FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE VERIZON CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING WHEN AND WHERE SUCH INCREASES OCCUR. 14.REBAR REINFORCEMENT IN SLAB SHALL BE SUPPORTED ON CHAIRS AT 24" O.C. EACH WAY TO INSURE REINFORCEMENT IS CENTERED IN SLAB. 15.SLOPE FINISH GRADE AWAY FROM ALL BUILDINGS AND OTHER STRUCTURES A MINIMUM OF 6" IN TEN FEET. 16.SLOPE ALL WALKS, LANDINGS AND DRIVEWAYS A MINIMUM OF 1% DOWN AND AWAY FROM ALL BUILDING AND STRUCTURES. 17 18 19 1'-6" 155.50' F.S. 21 D-2 FINISHED SLAB THIS SIDE ALL ALONG (N) CONCRETE BLOCK WALL 155.55' 79 D-7 2 15 (N) 4" CONCRETE SLAB WITH #3 @ 18" O.C. 12 TYP. TYP. D-2 D-2 D-2 D-2 D-2 3 83 D-7 6 1' - 0 " 98 D-9 16 (N) VERIZON FUSED DISCONNECT SWITCH MOUNTED TO WALL 13 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-3 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH CHAINLINK LID PLAN SCALE: 3/8" = 1'-0" CHAINLINK LID PLAN N MA G N E T I C NO R T H KEYED NOTES: (N) VERIZON CONCRETE BLOCK EQUIPMENT ENCLOSURE (N) BRACKET SUPPORT CLAMP FOR CHAINLINK LID @ 4'-0" O.C. MAXIMUM, 2 EACH PANEL MINIMUM (N) GALVANIZED STEEL PIPE CLAMPS FOR CHAINLINK TENSIONER STRIP 'X' INDICATES A SINGLE PANEL OF THE CHAINLINK LID (N) 6 GAUGE INDUSTRIAL COMMERCIAL CHAIN LINK LID WITH 2" MESH OPENING PARTIALLY REMOVED FOR CLARITY. PROVIDE STANDARD WIRE TIES TO FRAME @ 12" O.C. WITH DOUBLE KNOTS ON BOTTOM SIDE OF FRAME. (N) 3"Ø SCHEDULE 40 GALVANIZED STANDARD PIPE FRAME (TYPICAL) (N) GALVANIZED TENSIONER STRIP (TYPICAL) (N) 8" x 18" OPENING FOR CABLE CHASE (N) ACCESS OPENING WITH STEEL GATE WITH LOUVERED VENTS (E) BUILDING WALL 1 2 3 4 5 6 7 8 9 10 1.SEE SHEET A-0.5 FOR CHAINLINK LID SPECIFICATIONS NOTE: 9 A-4 B A-4 A A-4 A A-4 B 4'-0" TYPICAL 26 D-3 28 D-3 8 6 5 4 10 6' - 0 " 5' - 0 " 5' - 6 " 5' - 6 " 1 32 D-3 2 3 7 31 D-3 25 D-3 27 D-3 (N) OPENING IN CHAIN LINK FOR GENERATOR11 11 X X X X X X X X X X X X X X TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-4 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH SECTIONS A & B 1 (N) VERIZON CONCRETE BLOCK WALL EQUIPMENT ENCLOSURE 2 3 4 (N) VERIZON CONCRETE SLAB PER PLAN. SEE SHEET A-2. 5 6 7 (E) BUILDING CONCRETE FOOTING TO REMAIN 9 10 8 (E) BUILDING (N) MORTAR CAP (N) VERIZON BATTERY CABINET (N) VERIZON POWER PLANT / EQUIPMENT CABINET ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. SEE SHEET A-0.1, NOTE 6 AND MASONRY SPECIFICATIONS SHEET A-0.4 FUTURE VERIZON CABINET (N) VERIZON STAND-BY GENERATOR 11 12 (E) CONCRETE BLOCK WALL 13 (N) CHAIN LINK LID. NO CHAIN LINK ABOVE GENERATOR 14 (N) GALVANIZED SHEET METAL CABLE CHASE PAINTED TO MATCH (E) WALL 15 (E) GRADE 74 D-7 (N) GENERATOR EXHAUST EXTENSION FACE OF (E) COLUMN BEYOND (SHOWN DASHED) 12 8 7 1 6 2 13 SECTION 'A' 14 SECTION 'B' 80 D-7 1 7 15 9 324 8 8' - 0 " 20 D-2 79 D-7 10 ' - 0 " 5 1 7 8" 8" 6 8' - 0 " 10 16 1414 9 82 D-7 82 D-7 96 D-8 16 (N) 2'-8" x 4'-0" OPENING WITH HSS 2x8 FRAME & PICKETS @ 4" O.C. FOR (N) 28"x44" LOUVERED AIR EXHAUST VENT FOR GENERATOR EXHAUST. 11 97 D-9 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-5 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH ANTENNA PLAN "ALPHA" SCALE: 3/8" = 1'-0" 2'-6" TYPICAL ALPHA SECTOR AZIMUTH 110° MAGNET I C NORTH 20 ' - 6 " KEYED NOTES: 3 7 8 5 6 4 1 2 9 11 12 10 (E) PARKING STRIPES (E) CONCRETE PARAPET (N) VERIZON ANTENNAS FACADE MOUNTED ON (E) PARKING GARAGE INSIDE (N) RF TRANSPARENT SCREENS (TOTAL OF 12). (N) FRP SCREENS SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES. (E) PARKING AREA ON ROOF (N) VERIZON 12" WIDE CABLE TRAY ASSEMBLY (E) CONCRETE WHEEL STOP (TYPICAL) (N) VERIZON 4"Ø x 42" TALL CONCRETE FILLED STEEL PIPE BOLLARD (TYPICAL OF 6) (N) VERIZON RRU'S MOUNTED ON (E) CONCRETE BLOCK WALL INSIDE (N) RF TRANSPARENT SCREENS (TOTAL OF 6) (N) VERIZON RAYCAP UNISTRUT MOUNTED ON (E) CONCRETE BLOCK WALL INSIDE (N) RF TRANSPARENT SCREENS (TOTAL OF 3) (N) VERIZON 6x12 HYBRID CABLE INSIDE CABLE TRAY, TOTAL OF 3 (N) VERIZON 6x12 HYBRID CABLE (TOTAL OF 3) INSIDE (N) 1/4" THICK STEEL SHROUD (N) VERIZON 6x12 HYBRID CABLE INSIDE RIGID STEEL CONDUIT ANCHORED TO WALL 13 (E) CONCRETE BLOCK PARAPET 8"2'-10" 2'-6" 14 (E) CONCRETE STEP ON ROOF 15 (E) STEP IN PARAPET WALL (BLOCK TO CONCRETE) 16 (N) E/911 GPS ANTENNA MOUNTED TO AND MINUMUM 12" ABOVE (N) STEEL SHROUD 8" 7'- 0 " 4'- 6 " 2'- 6 " 84 D-7 51 D-5 13 8 16 6 14 9 11 13 12 7 7 10 1 1 1 4 3 2 15 5 1 D-1 2 D-1 3 D-1 4 D-1 9 D-1 10 D-1 6 D-1 7 D-1 53 D-5 85 D-8 86 D-8 66 D-6 (E) W12x40 STEEL COLUMNS TO REMAIN (TYPICAL) (VERIFY-IN-FIELD)1717 99 D-9 99 D-9 17 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-6 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH ANTENNA PLANS "BETA" & "GAMMA" GAMMA SECTOR AZIMUTH 330° SCALE: 3/8" = 1'-0" ±31'-4" RF SCREEN LENGTH TO ALIGN WITH (E) CONCRETE REVEALS KEYED NOTES: 3 7 8 5 6 4 1 2 9 10 (E) PARKING STRIPES (E) CONCRETE PARAPET (N) VERIZON ANTENNAS FACADE MOUNTED ON (E) PARKING GARAGE INSIDE (N) RF TRANSPARENT SCREENS (TOTAL OF 12). (N) FRP SCREENS SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES. (E) PARKING AREA ON ROOF (E) CONCRETE WHEEL STOP (TYPICAL) (N) VERIZON 4"Ø x 42" HIGH CONCRETE FILLED STEEL PIPE BOLLARD (TYPICAL OF 6) (N) VERIZON RRU'S MOUNTED ON (E) CONCRETE OR (E) CONCRETE BLOCK WALL INSIDE (N) RF TRANSPARENT SCREENS (TOTAL OF 6) (N) VERIZON RAYCAP MOUNTED ON (E) CONCRETE BLOCK WALL INSIDE (N) RF TRANSPARENT SCREENS (TOTAL OF 3) 4'-0" 4'-0" 8'-0" (N) VERIZON 6x12 HYBRID CABLE INSIDE 4"Ø RIGID STEEL CONDUIT ANCHORED TO WALL SCALE: 3/8" = 1'-0" MAGNET I C NORTH MAGNET I C NORTH 4'-0" 4'-0" BETA SECTOR AZIMUTH 200° 8'-0" 2' - 6 " TY P I C A L 20'-6" 2' - 8 " TY P I C A L 2' - 6 " (N) VERIZON 6x12 HYBRID CABLE (TOTAL OF 3) INSIDE (N) 1/4" THICK STEEL SHROUD 11 (E) CONCRETE STEP ON ROOF 2' - 6 " SIM. SIM. (E) CONCRETE BLOCK PARAPET12 (E) VERTICAL STEP IN PARAPET WALL (BLOCK TO CONCRETE)13 51 D-5 1 2 311 67 9 10 11 4 5 9 10 7 5 8 12 6 412 8 1 2 311 13 11 51 D-5 1 D-1 2 D-1 3 D-1 4 D-1 9 D-1 10 D-1 6 D-1 7 D-1 85 D-8 66 D-6 86 D-8 69 D-6 (E) CONCRETE PILASTER14 14 100 D-9 100 D-9 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-7 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH SCREEN FRAMING PLANS 1 2 3 4 5 6 20'-6" 2' - 6 " SCALE: 3/8" = 1'-0" SCREEN PLAN 'B' 5'-1 1/2"5'-1 1/2"5'-1 1/2"5'-1 1/2" 63 D-6 B A-8 64 D-6 66 D-6 SCALE: 3/8" = 1'-0" SCREEN PLAN 'A' 20 ' - 6 " 2'-6" 5' - 1 1 / 2 " 5' - 1 1 / 2 " 5' - 1 1 / 2 " 5' - 1 1 / 2 " 43 D-4 SIM. 60 D-5 5 A A-8 66 D-6 MAGNET I C NORTH MAGNET I C NORTH SCALE: 3/8" = 1'-0" SCREEN PLAN 'C' MAGNET I C NORTH ±31'-4" EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL 2' - 8 " 64 D-6 C A-9 (N) VERIZON ANTENNAS FACADE MOUNTED ON (E) PARKING GARAGE INSIDE (N) RF TRANSPARENT SCREENS. (N) FRP SCREENS SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES. (N) VERIZON RRU'S MOUNTED ON (E) PARKING GARAGE INSIDE (N) RF TRANSPARENT SCREENS 1 1 1 2 (N) VERIZON RAYCAP UNISTRUT MOUNTED ON (E) PARKING GARAGE INSIDE (N) RF TRANSPARENT SCREENS 3 70 D-6 (N) 4" x 4" x 1/4" VERTICAL FIBERGLASS TUBE FRAMING (TYPICAL) 4 5 (N) 4" x 4" x 1/4" HORIZONTAL FIBERGLASS TUBE FRAMING (SHOWN SHADED) (TYPICAL) 4 (N) 1/4" THICK FIBERGLASS ANGLE6 2 1 1 1 4 3 5 6 7 (E) PARAPET 7 7 7 1 1 1 2 3 70 D-6 5 4 6 4 SIM. 58 D-5 54 D-5 71 D-6 63 D-6 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-8 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH SCREEN FRAMING ELEVATIONS 1 2 3 4 5 6 7 (N) 6 x 4 x 1/4" FIBERGLASS ANGLE (TYPICAL) (N) 4 x 4 x 1/4" FIBERGLASS TUBE (INDICATED BY DARKER SHADE) (N) VERIZON ANTENNAS (SHOWN DASHED) (N) RF TRANSPARENT SCREEN WITH CONCRETE BLOCK PATTERN TO MATCH (E) BUILDING (SHOWN SHADED) PRIOR TO FABRICATION, THE FIBERGLASS MANUFACTURER SHALL VERIFY DIMENSIONS IN FIELD. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL. 1/2" FRP THREADED ROD FIBER-REINFORCED THERMOPLASTIC NUT STRUCTURAL BOLTS: FIBERPLATE MOLDED FRP PLATESTRUCTURAL PLATES: FRP PULTRUDED STRUCTURAL SHAPES STRUCTURAL SHAPES: FIBERGLASS PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS. THESE PRODUCTS ARE MANUFACTURED BY FIBERGRATE COMPOSITE STRUCTURES (SCREENS & COLUMNS) 5151 BELTLINE ROAD SUITE 1212 DALLAS, TX 75254 THIS PRODUCT IS APPROVED BY: THE CITY OF LOS ANGELES, RESEARCH REPORT, RR 25536 CLASS OF PLASTICS SHALL BE CC1 MAX. FLAME SPREAD RATING OF 25 INSULFOAM MOLDED EPS PRODUCTS IS MANUFACTURED BY: INSULFOAM LLC 1019 PACIFIC AVENUE, SUITE 1501 TACOMA, WA 98402-4483 ICC-ES EVALUATION REPORT ESR-1788 PAINT SPECIFICATIONS: PAINTED TO MATCH (E) BUILDING FINISH TEXTURE: DETAIL & TEXTURE & TO MATCH (E) BUILDING SEE SHEET A-0.6 FOR FULL LARR REPORT 25536 5'-1 1/2"5'-1 1/2"5'-1 1/2"5'-1 1/2" D-4 46 D-4 45 D-4 47 D-4 39 2 TYP. 1 6 7 (E) CONCRETE BLOCK WALL 20'-6" 2' - 6 " D-5 57 5 1 5 4 2 2'-6" D-4 44 4 1 2 D-4 40 5 5 6' - 8 " 6' - 8 " 1 2 3 3 4 PANEL SEAM 6 6 (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE (TYPICAL) 5 D-5 57 5'-1 1/2"5'-1 1/2"5'-1 1/2"5'-1 1/2" D-4 45 D-4 44 D-4 47 D-4 39 2 TYP. 1 6 7 20'-6" 42'-6" D-4 44 4 1 2 D-4 40 5 5 8' - 8 " 8' - 8 " 1 2 3 3 6 4 5 D-5 57 2'-6" 2'-6" 2' - 6 " D-5 57 5 1 5 26 2' - 0 " 2' - 0 " 2' - 0 " 8 (E) BUILDING PARAPET 88 2' - 0 " D-5 49 D-5 49 TYP. TYP. D-4 42 D-4 42 D-4 46 D-4 38 D-4 38 D-4 41 D-4 41 TYP. D-4 37 D-4 40 D-5 49 TYP. D-5 49 D-4 44 D-4 40 9 TOP & BOTTOM OF FRP SCREEN SHALL BE REMOVABLE McNICHOLS MS-M-150 MINI GRID FRP GRATING (3/4" SQ. GRID) 9 9 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD A-9 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH SCREEN FRAMING ELEVATIONS 1 2 3 4 5 6 7 (N) 4 x 4 x 1/4" FIBERGLASS ANGLE (TYPICAL) (N) 4 x 4 x 1/4" FIBERGLASS TUBE (INDICATED BY DARKER SHADE) (N) VERIZON ANTENNAS (SHOWN DASHED) (N) RF TRANSPARENT SCREEN TO MATCH (E) BUILDING (SHOWN SHADED) PRIOR TO FABRICATION, THE FIBERGLASS MANUFACTURER SHALL VERIFY DIMENSIONS IN FIELD. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL. 1/2" FRP THREADED ROD FIBER-REINFORCED THERMOPLASTIC NUT STRUCTURAL BOLTS: FIBERPLATE MOLDED FRP PLATESTRUCTURAL PLATES: FRP PULTRUDED STRUCTURAL SHAPES STRUCTURAL SHAPES: FIBERGLASS PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS. THESE PRODUCTS ARE MANUFACTURED BY FIBERGRATE COMPOSITE STRUCTURES (SCREENS & COLUMNS) 5151 BELTLINE ROAD SUITE 1212 DALLAS, TX 75254 THIS PRODUCT IS APPROVED BY: THE CITY OF LOS ANGELES, RESEARCH REPORT, RR 25536 CLASS OF PLASTICS SHALL BE CC1 MAX. FLAME SPREAD RATING OF 25 INSULFOAM MOLDED EPS PRODUCTS IS MANUFACTURED BY: INSULFOAM LLC 1019 PACIFIC AVENUE, SUITE 1501 TACOMA, WA 98402-4483 ICC-ES EVALUATION REPORT ESR-1788 PAINT SPECIFICATIONS: PAINTED TO MATCH (E) BUILDING FINISH TEXTURE: DETAIL & TEXTURE & TO MATCH (E) BUILDING SEE SHEET A-0.6 FOR FULL LARR REPORT 25536 (E) CONCRETE WALL PANEL SEAM (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE (TYPICAL) EQUAL EQUAL EQUAL EQUAL D-4 46 D-4 45 D-4 47 D-4 41 2 TYP. 1 7 ±31'-4" 42'-8" D-4 44 4 1 D-4 40 2 ±1 5 ' - 6 3 / 4 " EQ U A L 1 2 3 3 4 6 5 D-6 63 2'-8" 2' - 8 " D-6 72 5 1 5 26 EQUAL EQUAL EQ U A L EQ U A L ±1 5 ' - 6 3 / 4 " 9 8 2' - 0 " 6 2' - 0 " (E) BUILDING PARAPET 8 9 8 ±1 5 ' - 6 3 / 4 " 7 5 2' - 0 " 8 2' - 0 " 8 D-5 49 TYP. D-4 41 TYP. D-4 37 TYP. D-5 49 TYP. D-4 44 D-4 40 D-4 42 D-4 38 9 REPLICATE CONTROL JOINTS & ARTICULATION ON (E) WALL IN (N) SCREEN. SEE NORTH ELEVATION ON SHEET A-11 3 6 5 7 10 TOP & BOTTOM OF FRP SCREEN SHALL BE REMOVABLE McNICHOLS MS-M-150 MINI GRID FRP GRATING (3/4" SQ. GRID) 10 ANTENNA SPECIFICATIONS N.T.S. SCALE: 11.9" 7. 1 " FRONT VIEW SIDE VIEW BOTTOM VIEW 72 . 0 " 7.1"11.9" COMMSCOPE NHH-65B-R2B DIMENSIONS, HxWxD:72" x 11.9" x 7.1" WEIGHT:43.7 lbs RF CONNECTORS:(6) 7-16 DIN FEMALE / BOTTOM N.T.S. SCALE: SURGE SUPPRESSOR SPECIFICATIONS N.T.S. SCALE: RAYCAP SURGE SUPPRESSOR RAYCAP RCMDC-4750-PF-48 WEIGHT: 21.5 LBS. RAYCAP RCMDC-3315-PF-48 WITH SURGE SUPPRESSOR WEIGHT: 26.9 LBS. FRONT VIEW SIDE VIEW BOTTOM VIEW STAINLESS STEEL MOUNTING BRACKET BY MANUFACTURER 19 . 2 " 19 . 2 " 15.7"10.3" 10 . 3 " 15.7" 1 5 9 10 3 11 4 12 8 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS 6 N.T.S. SCALE: FRONT VIEW SIDE VIEW BOTTOM VIEW TOP VIEW CAPACITY AND SPECIFICATIONS - 4TX / 4RX - 6 LTE CARRIERS - UP TO 4x5W - 2x 10.1Gbps CPRI - 120Mhz IBW RADIO 4408 B48 DC, WITH KRE105281/1 ANTENNA RADIO 4408 W/ ANTENNA, SINGLE RADIO N.T.S. SCALE: 7.9" 4. 9 " 4. 9 " 7.9" 8. 4 " 7.9"4.9" HEIGHT 8.4 in. (213 mm) WIDTH 7.9 in. (200 mm) DEPTH 4.9 in. (125 mm) WEIGHT 11.0 lbs. (5 Kg) OTHER SPECIFICATIONS - AC or -48 VDC - 2 external alarm - Integrated or external - IP 65, -40 to +55°C antenna 8. 4 " ERICSSON FRONT VIEW SIDE VIEWPLAN VIEW ERICSSON AIR 6419 DIMENSIONS, HxWxD:31.3" x 16.1" x 9.8" WEIGHT:63.05 lbs 9.8" 16.1" 9. 8 " 2N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: FRONT VIEW SIDE VIEW BOTTOM VIEW COMMSCOPE NHH-45C-R2B DIMENSIONS, HxWxD:95.9" x 18.0" x 7.0" WEIGHT:84.65 LBS W/O MOUNTING KIT RF CONNECTORS:8-PIN DIN FEMALE/8-PIN DIN MALE RF CONNECTOR LOCTION:BOTTOM 95 . 9 " 7.0"18.0" 7.0" 18 . 0 " ANTENNA SPECIFICATIONSANTENNA SPECIFICATIONS RAYCAP UNIT MOUNTING 1" = 1'-0" SCALE: (N) RAYCAP SURGE SUPPRESSOR DISTRIBUTION UNIT. SEE DETAIL 6 D-1 (N) STAINLESS STEEL MOUNTING FRAME PROVIDED WITH UNIT, INSTALL PER MANUFACTURER'S SPECIFICATIONS (N) (4) 3/8"Ø GALVANIZED FASTENERS FOR MOUNTING FRAME TO DISTRIBUTION BOXA ELEVATION PLAN A (2) 3/8"Ø GALVANIZED UNISTRUT BOLTS & SPRING NUTS (N) (2) 3/8"Ø GALVANIZED UNISTRUT BOLTS & SPRING NUTS (E) (2) UNISTRUT (TYP.) (E) (2) UNISTRUT (TYP.) FRONT VIEW SIDE VIEWTOP VIEW 20 . 6 " 15.7" B5: 4X60W, B13; 4X60W 480 W TOTAL RF OUTPUT POWER L, NR, NB-IoT 2x 2.5/4.9/9.8/10.1/24.3 Gbps CPRI/eCPRI HEIGHT 20.6 in. (522 mm) WIDTH 15.7 in. (397 mm) DEPTH 7.0 in. (178 mm) WEIGHT 68.4 lbs. (31.0 Kg) -48 VDC 2-WIRE (ONE DC CONNECTOR INPUT) AISG V3.0 TMA & RET SUPPORT VIA RS-485 OR RF CONNECTORS TYPE 4.3-10 RF + CONNECTORS 2 EXTERNAL ALARMS CONVECTIONAL COOLING OPTIONAL FAN FOR INCREASED SITE FLEXIBILITY IP 65, -40 TO +55 °C RADIO 4490 4 COMMON RF PORTS (C) 20 . 6 " 7.0" 7. 0 " 15.7" RADIO 4890 B2: 4X60W B66: 4X60W UP TO 480W IN TOTAL RF POWER L, NR, NB-IoT 2x 2.5/4.9/9.8/10.1/24.3 Gbps CPRI/eCPRI HEIGHT 20.6 in. (522 mm) WIDTH 15.7 in. (397 mm) -48 VDC 2-WIRE (SINGLE DC-CONNECTOR), AISG V3.0 TMA & RET SUPPORT VIA RS-485 OR RF CONNECTORS TYPE 4.3-10 RF + CONNECTORS 2 EXTERNAL ALARMS CONVECTIONAL COOLING OPTIONAL FAN FOR INCREASED SITE FLEXIBILITY IP 65, -40 TO +55 °C 8 RF PORTS, 4T8R PER BAND (S FOR TX) FRONT VIEW SIDE VIEWTOP VIEW 20 . 6 " 15.7" 20 . 6 " 7.2" 7. 2 " 15.7" DEPTH 7.2 in. (182 mm) WEIGHT 69.5 lbs. (31.5 Kg) RRU 4490 SPECIFICATIONS RRU 4890 SPECIFICATIONS 31 . 3 " 16.1" 7 4-TX ANTENNA MOUNT COMMSCOPE 4-TX ANTENNA MOUNT COMMSCOPE PART #: BSAMNT-SBS-1-2 MATERIAL: GALVANIZED STEEL WEIGHT: 25.6 LBS. (11.6 kg) COMPATIBLE MOUNTING PIPE SIZES: 4.50" Ø MAXIMUM (115.0 mm) 2.40" Ø MINIMUM (60.0 mm) (N) 2"Ø GALVANIZED STEEL ANTENNA MOUNTING PIPE 5. 0 4 " 3.06" MIN. 3.18" MAX. 3. 1 5 " 1.97" MIN. 2.09" MAX. 14.48" 3. 1 5 " 14.48" (N) ANTENNA (SHOWN DASHED) SEE DETAIL (N) ANTENNA (SHOWN DASHED) SEE DETAIL (N) ANTENNA MOUNTING BRACKET (TYPICAL OF 2) PLAN VIEW ELEVATION VIEW 1 D-1 1 D-1 N.T.S. SCALE:4-TX ANTENNA MOUNT COMMSCOPE 4-TX ANTENNA MOUNT COMMSCOPE PART #: BSAMNT-SBS-2-3 MATERIAL: GALVANIZED STEEL WEIGHT: 110.0 LBS. (49.9 kg) COMPATIBLE MOUNTING PIPE SIZES: 4.50" Ø MAXIMUM (115.0 mm) 2.40" Ø MINIMUM (60.0 mm) (N) 2"Ø GALVANIZED STEEL ANTENNA MOUNTING PIPE 5. 3 1 " 1.97" MIN. 2.09" MAX. 1.38" (N) ANTENNA (SHOWN DASHED) SEE DETAIL (N) ANTENNA (SHOWN DASHED) SEE DETAIL (N) ANTENNA MOUNTING BRACKET (TYPICAL OF 2) PLAN VIEW ELEVATION VIEW 3 D-1 3 D1 N.T.S. SCALE: (N) PANEL ANTENNA (N) 4-TX SIDE-BY-SIDE ANTENNA BRACKET 2"Ø GALVANIZED STEEL ANTENNA MOUNTING PIPE ANTENNA PIPE MOUNT 1 D-1 5 D-1 ANTENNA PIPE MOUNT (N) PANEL ANTENNA (N) 4-TX SIDE-BY-SIDE ANTENNA BRACKET 2"Ø GALVANIZED STEEL ANTENNA MOUNTING PIPE 1 D-1 3 D-1 8 D-1 3 D-1 5 D-1 8 D-1 120 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-10 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS BATTERY SPECIFICATIONS 13 17 21 22 15 23 16 24 20 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-2 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS 18 14 19N.T.S. SCALE: TRENCH TO THIS TYPICAL FOOTING 1 2 NO TRENCHING OR EXCAVATION IS PERMITTED PARALLEL CONDUIT OR PIPE 1'-6" MIN. EXTERIOR WALL TRENCH (TYPICAL) TYPICAL FOOTING BOTTOM OF FOOTING 9" BELOW THIS DASHED LINE. CONDUIT THROUGH FOOTING NO PIPE TO BE PLACED IN THIS AREA TR E N C H 9" MI N . 2' - 0 " MA X 4" MI N PROVIDE COLLAR AROUND PIPE TO KEEP DIRT OUT OF SLEEVE SLEEVE MIN 1'-6" FOOTING 9" MIN 3" MI N . 1 2 N.T.S. SCALE: TO THIS TYPICAL FOOTING NO TRENCHING OR EXCAVATION IS PERMITTED PARALLEL BELOW THIS DASHED LINE. N.T.S. SCALE: #4 BARS @ EACH FACE OF FOOTING CONDUIT PER PLAN DE P T H O F TY P I C A L F O O T I N G EX T E N D F O O T I N G 12 " M I N . CL E A R UTILITY CONDUIT THROUGH FOOTING DE P T H O F TY P I C A L F O O T I N G EX T E N D F O O T I N G 12" MIN. 12" MIN. 12 " M I N . CL E A R 2" MIN. CLEAR 6" 6" 2" M I N . CL E A R CONDUIT PER PLAN #4 BARS @ EACH FACE OF FOOTING CONDUIT THROUGH FOOTING (TYP) DE P T H O F TY P I C A L F O O T I N G EX T E N D F O O T I N G 12 " M I N . CL E A R #4 BARS @ EACH FACE OF FOOTING CONDUIT SWEEP PER PLAN UTILITY CONDUIT THROUGH FOOTING 12" MIN. CLEAR 3" MIN. (N) CONCRETE BLOCK WALL SEE DETAILS (N) CONCRETE SLAB (N) CONCRETE BLOCK WALL SEE DETAILS N.T.S. SCALE:(N) FTG. TO (E) FTG. CONNECTION (E) CONCRETE BLOCK WALL 3" (E) FOOTING TO REMAIN 8" CONCRETE SLAB PER PLAN 4" 1'-6" #3 @ 12" O.C. EACH WAY #5 DOWEL BARS @ 24" O.C., TOP & BOTTOM WITH 4" EMBED INTO 3/4"Ø x 4" HOLES IN (E) FOOTING WITH "HILTI" HIT-HY 200 V3 ADHESIVE (ICC ELC-4868). **SPECIAL INSPECTION REQUIRED. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: 79 D-7 18 D-2 18 D-2 79 D-7 FOOTING CLEARANCE TO SLOPE (TYP) 10'-0" MINIMUM TO DAYLIGHT BOTTOM OF FOOTING EXTERIOR WALL FINISHED SLOPE 8" 6" MI N . 3" CL R . #4 CONT. #3 @ 18" O.C. EACH WAY (N) CONCRETE PAD OR WALK 7" MA X . CONCRETE LANDING N.T.S. SCALE: 4" 8" NOTE: GENERAL CONTRACTOR TO CONFIRM WITH THE RFE / EME STUDY WHICH WARNING PLACARD TO INSTALL, WHERE TO INSTALL, AND NOT TO INSTALL THEM IF NOT REQUIRED. FISHER FLORAL VERIZON NOTICE SIGNS N.T.S. SCALE: THIS EQUIPMENT ENCLOSURE CONTAINS AN ENERGY STORAGE SYSTEM NICKEL CADMIUM BATTERIES AND ENERGIZED ELECTRICAL CIRCUITS APPLY NO WATER ELECTROLYTE SOLUTIONS ARE CORROSIVE 1'-6" 1' - 4 " MICARTA SIGN RED BACKGROUND WITH WHITE LETTERS 3/4" HELVETICA LETTERING MOUNTING SCREWS 1" HELVETICA LETTERING (PLACE ON OR IMMEDIATELY ADJACENT TO EQUIPMENT ROOM DOOR) SEE NOTE ON SHEET A-1 AND IMMEDIATELY ADJACENT TO SIGN BATTERY CAUTION SIGN 24 D-2 2 BATTERY CAUTION SIGN 2 AUTHORIZATION SIGN AUTHORIZED ACCESS ONLY FOR EMERGENCIES OR EQUIPMENT RELATED ISSUES CONTACT: NETWORK OPERATIONS CENTER (NOC) 1-800-264-6620 SITE: INFINITI 10 " 15" MICARTA SIGN RED BACKGROUND WITH WHITE LETTERS 3/4" HELVETICA LETTERING MOUNTING SCREWS 1" HELVETICA LETTERING (PLACE ON OR IMMEDIATELY ADJACENT TO EQUIPMENT ROOM DOOR) SEE NOTE ON SHEET A-1 AND IMMEDIATELY ADJACENT TO SIGN 22 D-2 2 NFPA 704 PLACARDS 6' - 0 " 14" SQU A R E BLUE (HEALTH HAZARD) 2 01 WHITE (SPECIAL) NUMBERS & LETTERS SHALL BE REFLECTIVE RED (FLAMMABILITY) YELLOW (REACTIVITY) 4' - 0 " 14" SQ U A R E BLUE (HEALTH HAZARD) 0 23 WHITE (SPECIAL) NUMBERS & LETTERS SHALL BE REFLECTIVE RED (FLAMMABILITY) YELLOW (REACTIVITY) W FOR BATTERIES FOR GENERATOR N.T.S. SCALE: N.T.S. SCALE: NOTE: GENERAL CONTRACTOR TO CONFIRM WITH THE RFE / EME STUDY WHICH WARNING PLACARD TO INSTALL, WHERE TO INSTALL, AND NOT TO INSTALL THEM IF NOT REQUIRED. 80 D-7 80 D-7 25 29 34 27 35 28 36 32 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-3 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS 30 N.T.S. SCALE: 26 31 GATE ELEVATION N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: 4" @ 18"1/8" TYPICAL 3/16" SOLID GROUTED CONCRETE BLOCK WALL PER PLANS (2) #5 REINFORCING BARS 1-1/2" DEEP, 20 GA GALVANIZED STEEL CORRUGATED SIDING 1-1/2"Ø HOLE FOR MOUNTING BOLTS (VERIFY) 2" x 4" x 1/4" THICK GALVANIZED STEEL TUBE FRAME 1/ 2 " 1-1/2" x 2" x 1/8" THICK GALVANIZED STEEL ANGLE 2" x 3" x 1/4" THICK GALVANIZED STEEL TUBE GATE FRAME 34 D-3 4" @ 18"1/8" (3) HEAVY DUTY GALVANIZED STEEL HINGES WITH NON-REMOVABLE PINS TYPICAL3/16" SOLID GROUTED CONCRETE BLOCK WALL (2) #5 BARS 1 1/2" DEEP, 20 GA GALVANIZED STEEL CORRUGATED SIDING 1 1/2"Ø HOLE FOR MOUNTING BOLTS (VERIFY) 1/ 2 " 1 1/2" x 2" x 1/8" THICK GALVANIZED STEEL ANGLE 2" x 3" x 1/4" THICK GALVANIZED STEEL TUBE GATE FRAME 2" x 4" x 1/4" THICK GALVANIZED STEEL TUBE FRAME 34 D-3 GATE JAMB (HINGE)GATE (STRIKE) SIZE PER PLANS 8' - 0 " 4'-0" GALVANIZED STEEL STRIKE PLATE WELDED TO TUBE STEEL FRAME 2" x 4" x 1/4" THICK GALVANIZED STEEL TUBE FRAME GRIND ALL WELDS SMOOTH @ FRAME & GATE 2" x 3" x 1/4" GALVANIZED STEEL TUBE GATE FRAME PADLOCK LOOP FOR HIDDEN SHACKLE PADLOCK ON STEEL GATE FRAME. PROVIDE VANDAL RESISTANT GATE LOCK COVERCONCRETE SLAB 3" (3) HEAVY DUTY GALVANIZED STEEL HINGES WITH NON-REMOVABLE PINS (4) "HILTI" 5/8"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHORS EQUALLY SPACED WITH 4-1/2" EMBED. INTO 5/8"Ø HOLE DRILLED 4-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561). 29 D3 (4) "HILTI" 5/8"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHORS EQUALLY SPACED WITH 4-1/2" EMBED. INTO 5/8"Ø HOLE DRILLED 4-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561). 16 D-2 18" x 30" LOUVERED VENT 1-1/2" DEEP 20 GA. GALVANIZED STEEL CORRUGATED SIDING 102 D-9 NOTE: GENERAL CONTRACTOR TO CONFIRM WITH THE RFE / EME STUDY WHICH WARNING PLACARD TO INSTALL, WHERE TO INSTALL, AND NOT TO INSTALL THEM IF NOT REQUIRED. PADLOCK LOOP ON GALVANIZED STEEL GATE FRAME & PROVIDE VANDAL RESISTANT GATE LOCK COVER 5" x 4" x 3/8" THICK GALVANIZED STEEL STRIKE PLATE WELDED TO TUBE STEEL FRAME 30 D3 N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:CHAIN LINK SUPPORT AND BRACKETCHAIN LINK SUPPORT AND BRACKETCHAIN LINK SUPPORT AND BRACKET SUPPORT POST AND BRACKET 1/2"Ø GALVANIZED STEEL PIPE CLAMP 1/4" THICK GALVANIZED STEEL PLATE (2) 3"Ø GALVANIZED PIPE FRAME FOR LID 2 1 / 2 " 7" 2 1 / 2 " 4" 2" 1' - 0 " 9/16"Ø HOLES 1/4" THICK GALVANIZED STEEL PLATE GALVANIZED STEEL PIPES SHOWN DASHED FOR CLARITY 1/2"Ø GALVANIZED STEEL PIPE CLAMP 1/2"Ø GALVANIZED STEEL PIPE CLAMP CONCRETE BLOCK WALL SOLID GROUTED 1' - 0 " (4) 1/2"Ø x 4 1/2" EMBED. HOT DIPPED GALVANIZED THREADED STEEL ROD. DRILL 5/8"Ø HOLE & FILL WITH "HILTI" HIT HY-270 ADHESIVE. (4" MINIMUM EDGE DISTANCE) (ICC ESR-4143). **SPECIAL INSPECTION REQUIRED. CONTRACTOR TO AVOID CUTTING OR DAMAGING WALL REINFORCING.GALVANIZED STEEL PIPES SHOWN DASHED FOR CLARITY 9/16"Ø HOLES 1/4" THICK GALVANIZED STEEL BENT PLATE 1/2"Ø GALVANIZED STEEL PIPE CLAMP CONCRETE BLOCK WALL 10" 4"4 1/2" 1' - 4 " 1 1 / 2 " 1' - 1 " 3" 3" 10 " 1 1/2" 25 D-3 27 D-3 (4) 1/2"Ø x 4 1/2" EMBED. HOT DIPPED GALVANIZED THREADED STEEL ROD. DRILL 5/8"Ø HOLE & FILL WITH "HILTI" HIT HY-270 ADHESIVE. (4" MINIMUM EDGE DISTANCE). (ICC ESR-4143). **SPECIAL INSPECTION REQUIRED. CONTRACTOR TO AVOID CUTTING OR DAMAGING WALL REINFORCING. 10 " 6" 2 1 / 4 " 5" 10" 1/4" THICK GALVANIZED STEEL BENT PLATE. 3"Ø GALVANIZED PIPE FRAME FOR LID 3/16" 3/16"TYPICAL 3-SIDES 3/8" THICK GALVANIZED STEEL GUSSET CENTERED ON BENT PLATE 3/8" THICK GUSSET #4 CONTINUOUS SUPPORT POST AND BRACKET 9/16"Ø HOLES GALVANIZED STEEL PIPES SHOWN DASHED FOR CLARITY 1/2"Ø GALVANIZED STEEL PIPE CLAMP 1/4" THICK GALVANIZED STEEL BENT PLATE CONCRETE BLOCK WALL 1/4" 10" 10 " 6" 2" 4"1 1/2" 4" 1 1 / 2 " 1 1/2" 27 D-3 1/2"Ø x 4 1/2" EMBED. HOT DIPPED GALVANIZED THREADED STEEL ROD. DRILL 5/8"Ø HOLE & FILL WITH "HILTI" HIT HY-270 ADHESIVE. (4" MINIMUM EDGE DISTANCE) (ICC ESR-4143). **SPECIAL INSPECTION REQUIRED. CONTRACTOR TO AVOID CUTTING OR DAMAGING WALL REINFORCING. 3/8" THICK GUSSET N.T.S. SCALE:CHAIN LINK SUPPORT AND BRACKET GALVANIZED STEEL PIPES SHOWN DASHED FOR CLARITY 9/16"Ø HOLES 1/4" THICK GALVANIZED STEEL BENT PLATE 1/2"Ø GALVANIZED STEEL PIPE CLAMP CONCRETE BLOCK WALL10" 4"4 1/2"1 1/2" 1' - 4 " 1 1 / 2 " 1' - 1 " 3" 3" 10 " 1/4" 27 D-3 1/2"Ø x 4 1/2" EMBED. HOT DIPPED GALVANIZED THREADED STEEL ROD. DRILL 5/8"Ø HOLE & FILL WITH "HILTI" HIT HY-270 ADHESIVE. (4" MINIMUM EDGE DISTANCE) (ICC ESR-4143). **SPECIAL INSPECTION REQUIRED. CONTRACTOR TO AVOID CUTTING OR DAMAGING WALL REINFORCING. 3/8" THICK GUSSET CABINET AND EQUIPMENT MOUNTING FLANGE CONCRETE SLAB & REINFORCING PER PLAN VERIZON EQUIPMENT EQUIPMENT FRAME TO SLAB "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR WITH 3-3/4" EMBED INTO 1/2"Ø HOLE DRILLED 4-1/2" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266). WARNING SIGN WARNING THIS FACILITY CONTAINS: CORROSIVE LIQUID (1) ONE WATER REACTIVE LIQUID. APPLY NO WATER NOTE: 1.WARNING SIGN TO BE MOUNTED AT LOCATIONS SHOWN ON DETAIL 2.LETTERING SHALL BE A MIN. 1" IN HEIGHT AND IN A COLOR WHICH CONTRASTS FROM THE SIGN BACKGROUND. 13 " 15" 34 D-3 N.T.S. SCALE: 23 D-2 36 D-3 22 D-2 24 D-2 37 41 45 46 39 47 48 44 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-4 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS 42 38 43 N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: 40 FIBERGLASS PANEL FRAMING-SECTION RF TRANSPARENT SCREEN (SHOWN SHADED) 4" x 4" x 1/4" VERTICAL FIBERGLASS TUBE 1/2"Ø FIBERGLASS PLASTIC NUT & BOLT 6" x 4" x 1/4" FRP ANGLE EACH SIDE OF TUBE 4" x 4" x 1/4" HORIZONTAL FIBERGLASS TUBE PROVIDE 1 1/2"Ø ACCESS HOLE N.T.S. SCALE: 2" 1/2"Ø PLASTIC NUT & BOLT (TYP.) 4" x 4" x 1/4" FIBERGLASS TUBE D-4 48 6" x 4" x 1/4" FIBERGLASS ANGLE 4" x 4" x 1/4" FIBERGLASS VERTICAL TUBE 2" INTEGRATED 4" x 4" x 1/4" FRP ANGLE TO PANEL BOTH SIDE PROVIDE 1 1/2"Ø ACCESS HOLE 2" 2" 2" SCREEN PANEL FRAMING - ELEVATION 4" x 4" x 1/4" FIBERGLASS VERTICAL TUBE 4" x 4" x 1/4" FIBERGLASS HORIZONTAL TUBE 48 D-4 6" x 4" x 1/4" FIBERGLASS ANGLE 2" TYP.(2) 1/2"Ø FRP BOLT (TYP) 4" x 4" x 1/4" FIBERGLASS HORIZONTAL TUBE INTEGRATED 4" x 4" x 1/4" FRP ANGLE TO PANEL BOTH SIDE SCREEN PANEL FRAMING - ELEVATION N.T.S. SCALE:FRP SCREEN FRAMING - ELEVATION 39 D-4 4" x 4" x 1/4" FIBERGLASS VERTICAL TUBE 6" x 4" x 1/4" FIBERGLASS ANGLE (2) 1/2"Ø FRP BOLT (TYP) 4" x 4" x 1/4" FIBERGLASS HORIZONTAL TUBE 1/2"Ø FRP BOLTS AND NUTS (2 PER SIDE) 2" TYP. PROVIDE 1 1/2"Ø ACCESS HOLE INTEGRATED 4" x 4" x 1/4" FRP ANGLE TO PANEL BOTH SIDE SCALE: N.T.S. 1/2"Ø FRP BOLTS @ 8" O.C. TYP. FIBERGLASS SCREEN (SHOWN SHADED) INTEGRATED 4" x 4" x 1/4" FRP ANGLE TO PANEL BOTH SIDE 4" x 4" x 1/4" FIBERGLASS TUBE 43 D-4 PANEL SEAM FIBERGLASS SCREEN FRAMING FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FIBERGLASS SCREEN FRAMING N.T.S. SCALE: 1/2"Ø FRP BOLTS @ 8" O.C. TYP. 4" x 4" x 1/4" FIBERGLASS TUBE INTEGRATED 4" x 4" x 1/4" FRP ANGLE TO PANEL BOTH SIDE SCREEN PANEL 3" = 1'-0" SCALE:FRP PANEL FRAMING - ELEVATION FIBERGLASS SCREEN 4" x 4" x 1/4" FIBERGLASS VERTICAL TUBE1/2"Ø FIBERGLASS PLASTIC NUT & BOLT 6 x 4 x 1/4" FRP ANGLE EACH SIDE OF TUBE 4" x 4" x 1/4" HORIZONTAL FIBERGLASS TUBE 2" TYP. 2" 2" 2" 6 x 4 x 1/4" FIBERGLASS ANGLE EACH SIDE OF TUBE 1/2"Ø PLASTIC NUT & BOLT (TYP.) D-4 47 41 D-4 1/2"Ø FIBERGLASS PLASTIC NUT & BOLT 4" x 4" x 1/4" FIBERGLASS VERTICAL TUBE45 D-4 FIBERGLASS POST FRAMING - PLAN 1-1/2" = 1'-0" SCALE: FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 3" = 1'-0" SCALE:FIBERGLASS PANEL FRAMING - PLAN FIBERGLASS SCREEN PER PLAN FIBERGLASS SCREEN PER PLAN 4" x 4" x 1/4" FIBERGLASS VERTICAL TUBE 1/2"Ø FRP BOLTS AND NUTS WITH EPOXY ADHESIVE @ 8" O.C. STAGGERED 6" x 4" x 1/4" RF ANGLE (TYP.) PROVIDE 1 1/2"Ø ACCESS HOLE PROVIDE 1 1/2"Ø ACCESS HOLE FIBERGLASS SCREEN (SHOWN SHADED) 4" x 4" x 1/4" FIBERGLASS TUBE INTEGRATED 4" x 4" x 1/4" FRP ANGLE INTEGRATED 4" x 4" x 1/4" FRP ANGLE 1/2"Ø FIBERGLASS PLASTIC THREADED ROD & NUT @ 8" O.C. PROVIDE 1 1/2"Ø ACCESS HOLE 3" = 1'-0" SCALE:FIBERGLASS PANEL FRAMING - PLAN PANEL SEAM 1/2"Ø FIBERGLASS PLASTIC NUT & BOLT 2"2"2" 2" 2" 2" 1/2"Ø FIBERGLASS PLASTIC NUT & BOLT FIBERGLASS SCREEN 4" x 4" x 1/4" FIBERGLASS VERTICAL TUBE PROVIDE 1 1/2"Ø ACCESS HOLE PROVIDE 1 1/2"Ø ACCESS HOLE 4" x 4" x 1/4" FIBERGLASS TUBE 6 x 4 x 1/4" FRP ANGLE EACH SIDE OF TUBE FRP PANEL FRAMING - ELEVATION 2"2"2" 2" 2" 2" 1/2"Ø FIBERGLASS PLASTIC NUT & BOLT 4" x 4" x 1/4" FIBERGLASS VERTICAL TUBE PROVIDE 1 1/2"Ø ACCESS HOLE PROVIDE 1 1/2"Ø ACCESS HOLE 4" x 4" x 1/4" FIBERGLASS TUBE 6 x 4 x 1/4" FRP ANGLE N.T.S. SCALE:FRP PANEL FRAMING - ELEVATION FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 McNICHOLS MS-M-150 MINI GRID FRP GRATING McNICHOLS MS-M-150 MINI GRID FRP GRATING McNICHOLS MS-M-150 MINI GRID FRP GRATING 49 51 52 60 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-5 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS 54 57 58 50 53 RF SCREEN FRAMING - PLAN PER PLAN FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 (E) CONCRETE BLOCK WALL RF SCREEN FRAMING - PLAN (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561) SCALE: 56 59RF SCREEN BOX SECTION FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 57 D-5 (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) 1/2"Ø FIBERGLASS NUT & THRU-BOLT (TYPICAL) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) 58 D-5 EQ U A L PE R P L A N EQ U A L PER PLAN (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) (E) CONCRETE BLOCK PARAPET WALL PE R P L A N 56 D-5 3/4" = 1'-0" SCALE: 1" = 1'-0" PER PLAN (E) CONCRETE PARAPET WALL FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 RF SCREEN FRAMING - SECTION (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) PE R P L A N 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561) PANEL SEAM SCALE: 1" = 1'-0" (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) PER PLAN FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES PANEL SEAM 1" = 1'-0" SCALE: "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561) (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) N.T.S. SCALE:FRP PANEL FRAMING - SECTION FIBERGLASS SCREEN (SHOWN SHADED) PANEL SEAM 4" x 4" x 1/4" FIBERGLASS HORIZONTAL TUBE 1/2"Ø FIBERGLASS PLASTIC NUT & BOLT 6" x 4" x 1/4" FRP ANGLE EACH SIDE OF TUBE FIBERGLASS SCREEN (SHOWN SHADED) 4" x 4" x 1/4" FIBERGLASS VERTICAL TUBE (E) CONCRETE STEP (N) 4" CONDUIT 2' - 0 " TOP OF ROOF (E) TOP OF PARAPET (N) TOP OF RF SCREEN (N) HYBRID CABLE(N) 1/4" THICK STEEL BOX 1'-0" R2'- 0 " R2'- 0 " 4'-6 1/2" CABLE SHROUDCABLE SHROUD & CHASE 2'-3" 1'-3" 2'-6" (E) PARAPET (N) CABLE TRAY (N) HYBRID 6x12 CABLE (N) RF SCREENING (E) CONCRETE STEP TOP OF ROOF 10"4' - 0 " 2' - 0 " D-5 52 R2 ' - 0 " R2'-0" 6' - 7 " 1'-3" (N) 4" CONDUIT (N) HYBRID 6x12 CABLE 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 14 GA. SHEET METAL COVER (GALV.) (E) CONCRETE BLOCK WALL CABLES WITH CLAMPS #8 SELF-TAPPING SCREWS INTO BENT PLATE 2" x 3" x 1/4" BENT PLATE 1/2"Ø GALVANIZED MACHINE BOLT CABLE VERTICAL SUPPORT CABLE VERTICAL SUPPORT 1'-2" 6" 1-5/8" P1000 GALVANIZED UNISTRUT @ 48" O.C. (E) CONCRETE BLOCK WALL 1-5/8" P1000 GALVANIZED UNISTRUT @ 48" O.C. 14 GA. SHEET METAL COVER (GALV.) CABLES WITH CLAMPS 2" "HILTI" 3/8"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHOR WITH 1-1/2" EMBED INTO 7/16"Ø HOLE DRILLED 2" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561) "HILTI" 3/8"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHOR WITH 1-1/2" EMBED INTO 7/16"Ø HOLE DRILLED 2" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561) 1" = 1'-0" SCALE: 3" = 1'-0" SCALE: 50 D-5 PER PLAN (E) CONCRETE BLOCK WALL (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561) RF SCREEN FRAMING - PLAN 1" = 1'-0" SCALE: PER PLAN (E) CONCRETE WALL (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES RF SCREEN FRAMING - SECTION 1" = 1'-0" SCALE: "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561) FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 REMOVABLE McNICHOLS MS-M-150 MINI GRID FRP GRATING (3/4" SQ. GRID) McNICHOLS MS-M-150 MINI GRID FRP GRATING (3/4" SQ. GRID) 61 63 64 72 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-6 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS 62 66 68 69 70 71 (N) VERIZON PANEL ANTENNA 3 D-1 2"Ø GALVANIZED STEEL PIPE MOUNT (E) CONCRETE PARAPET (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES (N) ANTENNA JUMPER CABLE (TYPICAL) PE R P L A N TY P . 12 D-1 (N) P1001 'UNISTRUT' BACK-TO-BACK 11 D-1 PER PLAN 61 D-6 (N) VERIZON PANEL ANTENNA 1 D-1 2"Ø GALVANIZED STEEL PIPE MOUNT (E) PARAPET WALL (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES (N) ANTENNA JUMPER CABLE (TYPICAL) 12 D-1 (N) P1001 'UNISTRUT' BACK-TO-BACK 11 D-1 62 D-6 PE R P L A N TY P . PER PLAN N.T.S. SCALE:ANTENNA SECTION N.T.S. SCALE:ANTENNA SECTION (2) "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) 1-1/2" = 1'-0" SCALE:ANTENNA SECTION 61 D-6 (N) P1001 'UNISTRUT' BACK-TO-BACK 2" 8" 2" (N) VERIZON PANEL ANTENNAS ON 4TX ANTENNA MOUNT (N) GALVANIZED U-BOLT (E) CONCRETE WALL (N) 2"Ø GALVANIZED STEEL ANTENNA MOUNTING PIPE 5 D-1 3 D-1 CONTINUOUS 1/4" NEOPRENE STRIP UNDER UNISTRUT (2) "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 MASONRY ANCHOR WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ESR-4561) (N) P1001 'UNISTRUT' BACK-TO-BACK 2" 8" 2" (N) VERIZON PANEL ANTENNAS ON 4TX ANTENNA MOUNT (N) GALVANIZED U-BOLT (E) CONCRETE BLOCK WALL (N) 2"Ø GALVANIZED STEEL ANTENNA MOUNTING PIPE 8 D-1 1 D-1 CONTINUOUS 1/4" NEOPRENE STRIP UNDER UNISTRUT 1-1/2" = 1'-0" SCALE:ANTENNA SECTION N.T.S. SCALE:RF SCREEN BOX SECTION 72 D-6 (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) 1/2"Ø FIBERGLASS NUT & THRU-BOLT (TYPICAL) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) 64 D-6 EQ U A L EQ U A L PE R P L A N EQ U A L PER PLAN (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) (E) CONCRETE PARAPET WALL PE R P L A N PER PLAN (E) CONCRETE PARAPET WALL FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 SCALE:RF SCREEN FRAMING - SECTION "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) 68 D-6 PE R P L A N 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) PER PLAN (E) CONCRETE WALL "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES SCALE:RF SCREEN FRAMING - SECTION PER PLAN FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) (E) CONCRETE WALL SCALE:RF SCREEN FRAMING - PLAN (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) 1" = 1'-0" SCALE:RF SCREEN FRAMING - PLAN PER PLAN FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 1" = 1'-0" 1" = 1'-0" 1" = 1'-0" "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) (N) RF TRANSPARENT SCREEN SHALL BE DETAILED, PAINTED & TEXTURED TO MATCH (E) ADJACENT WALL SURFACES PANEL SEAM 1" = 1'-0" SCALE:RF SCREEN FRAMING - PLAN PER PLAN (E) CONCRETE WALL "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR @ 24" O.C. WITH 2-1/2" EMBED INTO 1/2"Ø HOLE DRILLED 2-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) (N) 4" x 4" x 1/4" FRP VERTICAL TUBE (TYPICAL) 1/2"Ø FIBERGLASS NUT & BOLT (TYPICAL) (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) (N) 4" x 4" x 1/4" FRP HORIZONTAL TUBE (TYPICAL) (N) 6 x 4 x 1/4" FRP ANGLE (TYPICAL) FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 FRP PANELS, TUBES, PLATES, BOLTS, STUDS & NUTS APPROVAL L.A.R.R. 25536 (N) 4 x 4 x 1/4" RF TRANSPARENT ANGLE W/ 1/2"Ø FIBERGLASS NUT & BOLT @ EACH END (TYPICAL) 5 D-1 3 D-1 3 D-1 REMOVABLE McNICHOLS MS-M-150 MINI GRID FRP GRATING (3/4" SQ. GRID) McNICHOLS MS-M-150 MINI GRID FRP GRATING (3/4" SQ. GRID) X X X X X X X X X X 82 83 84 80 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-7 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS 74 79CONCRETE BLOCK WALL & FOOTINGS N.T.S. SCALE:EQUIPMENT ANCHORAGE N.T.S. SCALE:73 N.T.S. SCALE: 8' - 0 " 2' - 0 " 8" C.M.U. SOLID GROUTED (fm'=1900 PSI) SPECIAL INSPECTION REQUIRED (N) CONCRETE LANDING #4 @ 16" O.C. HORIZONTAL 2 #4 CONT. #4 @ 8" O.C. VERITCAL EQ.EQ. (N) CONCRETE SLAB & SAND BELOW PER SLAB NOTE SHEET A-2 3" CL R . TY P . 1' - 6 " 3'-6" 1' - 4 " CONCRETE BLOCK WALL & FOOTINGS N.T.S. SCALE: 8' - 0 " 2' - 0 " 8" C.M.U. SOLID GROUTED (fm'=1900 PSI) SPECIAL INSPECTION REQUIRED #4 @ 16" O.C. HORIZONTAL 2 #4 CONT. #4 @ 8" O.C. VERITCAL EQ.EQ. (N) CONCRETE SLAB & SAND BELOW PER SLAB NOTE SHEET A-2 1' - 6 " 3" CL R . TY P . 3'-6" 1' - 4 " 8" C.M.U. SOLID GROUTED (fm'=1900 PSI). SEE DETAILS FOR MORE INFO & (4) 1/2"Ø x 5" EMBED. HOT DIPPED GALVANIZED THREADED STEEL ROD. DRILL 5/8"Ø HOLE & FILL WITH "HILTI" HIT HY-270 ADHESIVE. (4" MINIMUM EDGE DISTANCE) (ICC ESR-4143). **SPECIAL INSPECTION REQUIRED. CONTRACTOR TO AVOID CUTTING OR DAMAGING WALL REINFORCING. WALL HUNG EQUIPMENT. MAXIMUM WEIGHT: 400 LBS. 79 D-7 80 D-7 74 D-7 74 D-7 CL WALL & REINFORCING CL WALL & REINFORCING 3" CLR. CONCRETE BLOCK WALL CAP (N) CONCRETE BLOCK WALL PER PLANS MORTAR CAP 1 1 / 2 " #5 @ 24" O.C. TOP & BOTTOM 8" #5 @ 24" O.C. TOP & BOTTOM 8" N.T.S. SCALE:EQUIP. PAD FOOTING @ GENERATOR EQUIPMENT CABINET: CABINET DIMENSIONS, H x W x D: 74.8" x 36.0" x 44.0" PLAN VIEW FRONT ELEVATION EQUIPMENT CABINET CABINET SHALL BE "HARDENED" WITH STAINLESS STEEL SES PLATES AND HIDDEN SHACKLE PADLOCK MAXIMUM TOTAL EQUIPMENT CABINET WEIGHT: 4100.0 LBS HINGED ACCESS PANEL 40 " 36" (N) EQUIPMENT CABINET HINGED ACCESS PANEL 36" (N) EQUIPMENT CABINET 74 . 8 " M A X . SES LOCK PROTECTION 1-3/8"1-3/8" 33-1/4" 14 - 3 / 4 " 3- 5 / 8 " 14 - 1 / 2 " 1-3/8"1-3/8" (6) "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 CONCRETE ANCHORS EQUALLY SPACED WITH 3-3/4" EMBED. INTO 1/2"Ø HOLE DRILLED 4-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266). 35 D-3 CONCRETE SLAB & REINFORCING PER PLAN 6" MIN. EDGE CLEARANCE TO ANCHOR BOLT (6) "HILTI" 1/2"Ø STAINLESS STEEL KWIK BOLT TZ2 CONCRETE ANCHORS EQUALLY SPACED WITH 3-3/4" EMBED. INTO 1/2"Ø HOLE DRILLED 4-3/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266). 4" 36 " MI N . C L E A R 1'-0" 8" MI N . SUB-GRADE PER PLAN 3" CL E A R (2) #4 REINFORCING BARS CONTINUOUS TOP & BOTTOM REINFORCING BARS PER PLAN. TURN REINFORCING BARS DOWN 18" INTO FOOTING SUB-GRADE PER PLAN 1' - 0 " MI N . 8" MI N . 1' - 0 " MI N . 1" = 1'-0" SCALE: N.T.S. SCALE: CONTINUOUS BEAD OF SILICONE SEALANT AT TOP OF UNISTRUT (TYPICAL) GPS ANTENNA 1-1/4"Ø GALVAIZED STD. STEEL PIPE PIPE CLAMP TO UNISTRUT EXTEND 1-1/4"Ø PIPE WITH 1-1/4"Ø RSG CONDUIT TO METAL BOX AT BACK OF CABINET. PROVIDE 1/2"Ø COAXIAL CABLE INSIDE CONDUIT GPS ANTENNA MOUNTING (N) STEEL SHROUD SECURE UNISTRUT TO STEEL SHROUD WITH 3/8"Ø BOLT (TYPICAL OF 2) #5 @ 8" O.C. TOP & BOTTOM 1'-5"2'-1" #5 @ 8" O.C. TOP & BOTTOM 1'-5"2'-1" DOWEL TO MATCH VERTICAL REINFORCING DOWEL TO MATCH VERTICAL REINFORCING FACE OF WALL FACE OF WALL X X XX 85 87 88 96 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-8 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS 86 N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NOTES: 1.GENERATOR TO BE "KOHLER" 30KVA MODEL #30REOZK, 1 PHASE OR 3 PHASE WATER COOLED, WITH 203 GALLON TRIPLE WALL TERTIARY DIESEL FUEL TANK WITH CONTAINMENT, 49 BHP. 2.PERMANENT EMERGENCY GENERATOR INSTALLATION MAY REQUIRE SEPARATE SUBMITTAL AND APPROVAL BY CITY OF SANTA ANA FIRE DIVISION PRIOR TO APPROVAL OF BUILDING PERMIT. 3.PROVIDE MINIMUM 3'-0" CLEAR FROM BUILDING WALLS AND OTHER EQUIPMENT. PROVIDE MINIMUM 2'-0" CLEAR AT GENERATOR ENDS AND 3'-0" CLEAR IN FRONT OF ACCESS DOORS. 4.PROVIDE A 5-GALLON BUCKET FOR INCIDENTAL FUEL SPILLS. 5.PROVIDE CAM LOCK FITTING AT DIESEL FUEL TANK FILL PORT. 6.CONTROL PANEL INCLUDES BATTERY CHARGER WITH THREE PRONG CORD. 7.1500W 120VAC ENGINE BLOCK HEATER WITH THREE PRONG CORD. 8.PROVIDE 12 VOLT NEGATIVE GROUND SYSTEM. 9.GENERATOR MUST BE GROUNDED. 10.CENTER OF GRAVITY & WEIGHT MAY SHIFT SLIGHTLY DUE TO UNIT OPTIONS. 11.STUB-UPS: BASE TANK REQUIRES ALL STUB-UPS TO BE IN THE REAR TANK STUB-UP AREA. 12.HIGH VOLTAGE STUB-UP AREA INCLUDES THE AC LOAD LEAD CONNECTION TO THE MAIN LINE CIRCUIT BREAKER, THE NEUTRAL CONNECTION, AND AUXILIARY 120/240V CONNECTION. 13.CONNECTION POINTS FOR CONTROL WIRES. BOTTOM OF LOW VOLTAGE CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2" AND 3/4" CONDUIT FITTINGS. 14.MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. SEE SPEC SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. 15.MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. 16.GENERATOR MUST BE INSTALLED SUCH THAT FRESH COOLING AIR IS AVAILABLE AND THAT DISCHARGE AIR FROM THE RADIATOR IS NOT RECIRCULATED. 17.IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE CODES, STANDARDS, AND REGULATIONS. 18.182.7 GALLON USEABLE CAPACITY BASE TANK IS INCLUDED WITH GENERATOR. 19.UNIT IS SHIPPED WITH FUEL SUPPLY AND RETURN LINES DISCONNECTED AND PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS HAS BEEN DONE TO FACILITATE PRESSURE TESTING OF THE TANK IN THE FIELD. FOR INFORMATION REGARDING CONNECTIING THE FUEL TANK FIELD TESTING PROCEDURE (0E5082) SUPPLIED IN THE TANK LOOSE VENTS KIT, WHICH IS SHIPPED WITH THIS GENERATOR. 20.SEE DRAWING 0C3850 FOR DISCHARGE DUCT REMOVAL. REMOVAL OF DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING. WEIGHT DATA: (INCLUDING FULL FUEL TANK) GENERATOR & EMPTY FUEL TANK: 1874 KG (4130 LBS) 182.7 GALLONS OF DIESEL FUEL: 1297 LBS TOTAL WEIGHT OF GENERATOR & FULL TANK OF FUEL:5427 LBS DESCRIPTION HIGH VOLTAGE STUB-UP AREA 1)AC LOAD LEAD CONDUIT AREA. 2)120/240 VAC FROM UTILITY (GLAND PLATE INCLUDED) LOW VOLTAGE STUB-UP AREA 1)TRANSFER SWITCH / COMMUNICATION CONDUITS. COMMUNICATIONS AND 2-WIRE START MUST NOT BE RUN IN CONDUIT WITH AC WIRING. SEE NOTE 13 RECOMMENDED ELECTRICAL STUB-UPS (SEE DETAILED VIEW & TOP VIEW) INSIDE BASE B A (N) CONCRETE FOOTING PER PLAN FUEL TANK MOUNTING FLANGE 3- 1 / 4 " EM B E D . N.T.S. SCALE:FUEL TANK TO SLAB (4) 1/2"Ø STAINLESS STEEL "HILTI" KWIK BOLT TZ2 ANCHORS 3-1/4" EMBED INTO 1/2"Ø HOLE DRILLED MINIMUM 4-1/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) CONCRETE PAD STAND-BY GENERATORD-8 96 40 " 56 " 4" 20 " 10 ' - 0 " MI N I M U M EXHAUST EXTENSION N.T.S. SCALE: MINIMUM 20" EXHAUST EXTENSION ATTACH GENERATOR TO SLAB WITH (4) 1/2"Ø STAINLESS STEEL "HILTI" KWIK BOLT TZ2 ANCHORS (2 EACH SIDE) WITH 3-1/4" EMBED INTO 1/2"Ø HOLE DRILLED MINIMUM 4-1/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) CONDUIT STUB-UP AREA (VERIFY LOCATION) DASHED LINE INDICATES GENERATOR FOOTPRINT SLOPE 1% MINIMUM STAND - BY - GENERATOR CONCRETE SLAB TO BE A MINIMUM OF 2500 PSI. SLOPE 1% MINIMUM 12 " ENGINE EXHAUST OVERFILL PREVENTION REQUIRED (90% OF CAPACITY): POST SIGN "DO NOT OVER-FILL - TOTAL GALLONS = 182.7 88 D-8 ±3 ' - 4 " UL-142 RATED 203 GALLON TRIPLE WALL TERTIARY SUB-BASE DIESEL FUEL TANK WITH CONTAINMENT ALLOWS FOR 100% LEAKAGE #5 @ 12" O.C. EACH WAY, T&B 3" CL R . ELECTRICAL CONDUIT D-8 87 SEE FOUNDATION PLAN SHEET A-2 STAND-BY GENERATOR 7'-2" 8' - 0 " 88 D-8 BASE PLATE @ BOLLARD BOLLARD 1/4" (4) "HILTI" 5/8"Ø STAINLESS STEEL KWIK BOLT TZ2 CONCRETE ANCHORS WITH 3-1/4" EMBED. INTO 5/8"Ø HOLE DRILLED 4-1/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266). 9" 9" 1 1/2"1 1/2" 1 1 / 2 " 1 1 / 2 " 9" x 9" x 1/2" THICK GALVANIZED STEEL PLATE 4"Ø STEEL PIPE CONCRETE FILLED BOLLARD PAINTED YELLOW 42 " 1/4" 3 1 / 4 " EM B E D . (4) "HILTI" 5/8"Ø STAINLESS STEEL KWIK BOLT TZ2 CONCRETE ANCHORS WITH 3-1/4" EMBED. INTO 5/8"Ø HOLE DRILLED 4-1/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266). 4"Ø STEEL PIPE CONCRETE FILLED BOLLARD PAINTED YELLOW 9" x 9" x 1/2" THICK GALVANIZED STEEL PLATE (E) CONCRETE SLAB 85 D-8 N.T.S. SCALE: N.T.S. SCALE: 3" = 1'-0" SCALE:SCALE: LOW VOLTAGE CUSTOMER CONNECTION BOX (NOTE 13) PRIMARY CB CONNECTION BOX OPENING PRIMARY HIGH VOLTAGE STUB-UP AREA WITH GLAND PLATE (NOTE 12) LOW VOLTAGE STUB-UP AREA (NOTE 13) A B 6.0" TANK STUB-UP AREA 6.0" 32 . 0 0 " MO U N T I N G L O C A T I O N S 51/64"Ø HOLE (TYPICAL OF 4)8.21" 34 . 7 1 " GE N E R A T O R E N D (N) CONCRETE BLOCK WALL & FOOTING. SEE SHEET A-2 84.22" CHAIN LINK LID & SUPPORTS. NO CHAIN LINK ABOVE GENERATOR 97 101 105 106 99 107 108 104 TELECOMMUNICATIONS PROJECT MANAGEMENT 16776 BERNARDO CENTER DRIVE, UNIT 203 SAN DIEGO, CA 92128 15 5 0 5 S A N D C A N Y O N A V E N U E , B L D G C . IR V I N E , C A 9 2 6 1 8 SHEET TITLE: ISSUE STATUS DATEREV.DESCRIPTION BY FI S H E R F L O R A L 26 7 7 3 / 4 N . M A I N , U N I T W C C 0 1 SA N T A A N A , C A 9 2 7 0 5 0 02/28/2024 90% CD REVIEW jd 1 03/15/2024 90% CD DRM COMMENTS jd 2 3 4 5 6 7 8 03/29/2024 05/17/2024 06/21/2024 08/01/2024 09/25/2024 05/07/2025 06/04/2025 90% CD DRM COMNTS #2 100% FINAL CD REVISED DIESEL TANK REGULATORY HEIGHT BP SUBMITTAL 100% CD BP PLANCHECK STRUCT PLANCHECK jd jd rl jd jd jd JD D-9 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY TO VERIZON WIRELESS PR O J E C T I . D . 1 5 8 6 1 0 6 7 Ren. 4-30-27 No. C 11978 LICENSED A RCHITECT STATE OF CALIFORNIA WILLIAM M. BOOTH DETAILS 102 98 103 100N.T.S. SCALE:EXHAUST LOUVER VENT (N) HSS 2x8 FRAME 8 x 8 x 16 CONCRETE BLOCK SOLID GROUTED WALLS, (FINISH NOT SHOWN FOR CLARITY) LOUVER VENT PER PLAN OP E N I N G P E R P L A N 2" LONG FACTORY MOUNTING CLIPS EVERY 18" OF LOUVER PERIMETER 1-1/2" FACTORY ATTACHED PERIMETER FLANGE CAULK ENTIRE PERIMETER 1/2"Ø x 4-1/2" EMBEDMENT STEEL THREADED RODS DRILL & EPOXY WITH "HILTI" HIT-HY 270 ADHESIVE (ICC ESR-4143). **SPECIAL INSPECTION REQUIRED. (N) HSS 2x8 FRAME #4 REBARS @ 16" O.C. HORIZ. & VERT. FINISH FLOOR FOOTING 1' - 4 " DRAIN CONCRETE BLOCK ENCLOSURE WALL 4" 6"8" 6" DRAINAGE DETAIL N.T.S. SCALE:CONDUIT ATTACHMENT DETAIL NFPA 704 ALERT SIGN NOT USED NOT USED NOT USED NOT USED NOT USED 1-1/2" = 1'-0" SCALE: (N) 24" GALVANIZED UNISTRUT (N) 4" EMT CONDUIT WITH CLAMPS PER PLAN (E) CONCRETE PARAPET WALL (2) "HILTI" 3/8"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR WITH 2-1/2" EMBED INTO 3/8"Ø HOLE DRILLED 3-1/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) CONTINUOUS 1/4" NEOPRENE STRIP UNDER UNISTRUT 1' - 0 " 4" 6" (N) 18" GALVANIZED UNISTRUT (N) 4" EMT CONDUIT WITH CLAMPS PER PLAN (E) CONCRETE PARAPET WALL (2) "HILTI" 3/8"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR WITH 2-1/2" EMBED INTO 3/8"Ø HOLE DRILLED 3-1/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) CONTINUOUS 1/4" NEOPRENE STRIP UNDER UNISTRUT 1' - 0 " 4" CONDUIT ATTACHMENT DETAIL 1-1/2" = 1'-0" SCALE: CONDUIT ATTACHMENT DETAIL 1-1/2" = 1'-0" SCALE: (N) 18" GALVANIZED UNISTRUT (N) 4" EMT CONDUIT WITH CLAMPS PER PLAN(E) CONCRETE PARAPET WALL (2) "HILTI" 3/8"Ø STAINLESS STEEL KWIK BOLT TZ2 ANCHOR WITH 2-1/2" EMBED INTO 3/8"Ø HOLE DRILLED 3-1/4" DEEP. SPECIAL INSPECTION REQUIRED (ICC ELC-4266) CONTINUOUS 1/4" NEOPRENE STRIP UNDER UNISTRUT 1' - 0 " 4" (N) HOT DIP GALVANIZED 12" UNISTRUT BRACKET BY "ATKORE" #P2514 PROPOSITION 65 SIGNAGE IF THE FACILITY / LOCATION HAS A STATIONARY DIESEL GENERATOR ·NEW SIGNAGE PER 25604 ENVIRONMENTAL EXPOSURE WARNINGS ·PROPOSITION 65 SIGNS IN THE FOLLOWING FORMAT, SHALL BE UV-RESISTANT, PLACED ON ACCESS GATE W/ (4) STAINLESS STEEL #8 HEX HEAD DRILLER. ·THE SIGN MUST RESEMBLE THE FOLLOWING AND BE IN 72-POINT TEXT: ·PLACE SIGNS WHERE EXPOSURE TO DIESEL EXHAUST MAY OCCUR NOTE: GENERAL CONTRACTOR TO CONFIRM WITH THE RFE / EME STUDY WHICH WARNING PLACARD TO INSTALL, WHERE TO INSTALL, AND NOT TO INSTALL THEM IF NOT REQUIRED. N.T.S. SCALE: N.T.S. SCALE: NOTE: GENERAL CONTRACTOR TO CONFIRM WITH THE RFE / EME STUDY WHICH WARNING PLACARD TO INSTALL, WHERE TO INSTALL, AND NOT TO INSTALL THEM IF NOT REQUIRED. 3" HELVETICA LETTERING(4) STAINLESS STEEL #8 HEX HEAD DRILLER IF THE FACILITY / LOCATION HAS A STATIONARY DIESEL GENERATOR ·NEW NFPA 704 ALERT SIGN (PER NFPA 704 SECTION 4.2.3.3. (2) (INDIVIDUAL METHOD) AND CFC 5003.5 DIESEL NO. 1 TO BE MOUNTED ON THE DIESEL GENERATOR AND OR THE ENTRANCE TO THE GENERATOR AREA. YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs CITY OF SANTA ANA Planning and Building Agency FOR PERMIT ISSUANCE . , ILIHU ' r�� Master ID: STRUCTURAL CONSULTING ENGINEERS Date: Bozeman, MT p. (406) 582-7911 f. (406) 587-0673 SAN DIEGO, CA p. (858) 273-3158 f. (858) 270-1978 SUPPLEMENTAL STRUCTURAL CALCULATIONS Project:Fisher Floral Site Plan Check: Plan Check #1 Improvement response additional calculations Date: 5-7-25 Location:2677 3/4 N. Main Street Santana Ana CA Prepared for: PlanCom San Diego CA        !"#$%&$!#%!'#!&(')*+&,$' -./0/12345-6780/12395::;<<=:>>45?@@<;ABB<@CD E!%F GHIJHKLKGMNOPKQPRONST EFU"V#(WXFYFZF[F#\FEW\]^F#% S_`abcKK Y"Ud(!%FVW[e ff $"%F(g!UU hijklmn oepFq!g]FEFU\["p%"W#rE!%!s __ItGK uviNT`awNxyizn{kmN{ixy|}xiNkzzimi{kn~|}NknNLtKNxiz|}xNj|{N_~niN`mkxxN€`MN~}Nl}~nxN|jN t _I LtGK uviNT`awNxyizn{kmN{ixy|}xiNkzzimi{kn~|}NknNINxiz|}Nj|{N_~niN`mkxxN€`MN~}Nl}~nxN|jN t _T_Itb‚_T_NƒNItGN„N_h_MNnviNw~x…cuk{ iniNTk„~†l†N`|}x~i{iNak{nv‡lk…iNˆT`aw‰Nxyizn{kmN{ixy|}xiNkzzimi{kn~|}Nj|{Nxv|{nNyi{~|xNˆ|jNnviNnŠ|cyi{~| xyizn{l†‰Nk}NnviNlxi{cxyiz~j~iN_~niN`mkxxt _TI ItKK _TINƒNItGN„N_hIMNnviNT`awNxyizn{kmN{ixy|}xiNkzzimi{kn~|}Nj|{NINxiz|}Nˆ|jNnviNnŠ|cyi{~|Nxyizn{l†‰Nk}NnviNlxi{cxyiz~j~iN_~niN`mkxxt _h_ItI‚ uviNix~ }Nxyizn{kmN{ixy|}xiNkzzimi{kn~|}Nj|{Nxv|{nNyi{~|xNˆ|jNnviNnŠ|cyi{~|Nxyizn{l†‰Nk}NnviNlxi{cxyiz~j~iN_~niN`mkxxMN~}Nl}~nxN|jN t _hI LtOK uviNix~ }Nxyizn{kmN{ixy|}xiNkzzimi{kn~|}Nj|{NINxiz|}Nˆ|jNnviNnŠ|cyi{~|Nxyizn{l†‰Nk}NnviNlxi{cxyiz~j~iN_~niN`mkxxMN~}Nl}~nxN|jN oepF q!g]F EFU\["p%"W#rE!%!(W#%X‹s _h` h _i~x†~zNix~ }Nzkni |{Œ ŽST LtQO ŽSTMNnviNŽi|†in{~zcTik}NTk„~†l†N`|}x~i{iNak{nv‡lk…iNˆT`aŽ‰Nyik…N {|l}Nkzzimi{kn~|}Nj|{NnviNlxi{cxyiz~j~iN_~niN`mkxxMN~}Nl}~nxN|jN u_LtQOJ u_NƒN_hIH_h_MN~}Nxiz|}xMNj|{Nz|}xn{lzn~|}N|jNnviNnŠ|cyi{~|Nix~ }Nxyizn{l† uL LtIJb uLNƒNLtKN„Nu_MN~}Nxiz|}xMNj|{Nz|}xn{lzn~|}N|jNnviNnŠ|cyi{~|Nix~ }N{ixy|}xiNxyizn{l† u O u MNnviNm|} cyi{~|Nn{k}x~n~|}Nyi{~|MN~}Nxiz|}xMNj|{Nz|}xn{lzn~|}N|jNnviNnŠ|cyi{~|Nix~ }N{ixy|}xiNxyizn{l† ASCE Seismic Demands on Nonstructural Components LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: Seismic Demands on Nonstructural Components per ASCE 7-16 Section 13.3.1 and 13.4.1 30.0 1.160ftDSS =h = ENC EQU CABIET 1.00 4,200.00 15.00 2.50 1.00 0.50 0.50 1,559.047,795.20 1,461.60 1,559.04 z/h : Actual = Fp Calc'd :Fp DESIGN :Components =Components =Fp Upper Limit = W =z =R =I = Connections =1,559.04 Connections =1,559.04 P Description : a =P P z/h Design =P ft Fp Lower Limit = GENERATOR 1.00 3,414.00 15.00 104.00 1.00 0.50 0.50 30.466,336.38 1,188.07 1,188.07 z/h : Actual = Fp Calc'd :Fp DESIGN :Components =Components =Fp Upper Limit = W =z =R =I = Connections =528.03 Connections =1,188.07 P Description : a =P P z/h Design =P ft Fp Lower Limit = a : Component operating weight Fp - Calc'd W P : Component response modification factor (Table 13.5-1 or Table 13.6-1)Fp - Lower : Component importance factor (Section 13.1.3)Fp - Design : Calculated Fp, Eq (13.3-1), Same units as Wp: Component amplification factor, Table 13.5-1 or Table 13.6-1 : Upper Limit on Fp, Eq (13.3-2) ,(Same units as WpFp - Upper R Z P : Lower Limit on Fp, Eq (13.3-3), Same units as Wp I P P : Fp for design purposes, Same units as Wp : Height of point of attachment Project:Fisher Floral Project #: Date5/13/2025 Component Overturning Generator Enclosure Sesimic Demand Fp=(.4*Sds*W p*ap*I/Rp) * (1+2(z/h)) Sds=1.16 g Rp=2.5 ap=1 Ip=1 Wp= 4100 # z= 30 ft h= 15 ft Fp= 1559 # Component B= 37 in H= 85 in Rxn B = .7*Fp*H/2-.6*W p*B/2+Rxn B *B=0 Rxn B = -2483.52 # uplift Lag bolt 0.25 x 3 in N= 4 W 1800*G ^3/2*D^3/4 W= 225 #/in Fw= WxL= 2700.00 # ok Project:Fisher Floral Project #: Date5/13/2025 Component Overturning Generator Sesimic Demand Fp=(.4*Sds*W p*ap*I/Rp) * (1+2(z/h)) Sds=1.16 g Rp=2.5 ap=1 Ip=1 Wp= 3414 # z= 30 ft h= 15 ft Fp= 1182 # Component B= 78 in H= 63 in Rxn B = .7*Fp*H/2-.6*W p*B/2+Rxn B *B=0 Rxn B = -1358.34 # uplift Lag bolt 0.25 x 3 in N= 4 W 1800*G ^3/2*D^3/4 W= 225 #/in Fw= WxL= 2700.00 # ok (3) 1/2" dia. W/ 3 1/4" embed per esr 4266 Tall=.65*11,870#(3)= 23.2k > 2.5k Okay. CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: GEOTECHNICAL ENGINEERING REPORT VERIZON WIRELESS FISHER FLORAL LOCATED AT 2677 NORTH MAIN STREET SANTA ANA, CA 92705 •R VER.IZON WIRELESS C/O PLANCOM, INC. 16776 BER.NARDO CENTER DRIVE, SUITE 203 SAN DIEGO, CA 92128 PROJECT NO.: VP-6214-01 JANUARY 31, 2024 GEOTECHNICAL SOLUTIONS, INC. GEOTECHNICAL & ENVIRONMENTAL ENGINEERING T I GC'ti:i C.�3?A.w t� i ll:lGl3ae .l:ti ', . ... Geotechnical, Structural & Environmental Engineering January 31, 2024 Project No. VP-6214-01 Verizon Wireless c/o P1anCom, Inc 16776 Bernardo Center Drive, Suite 203 San Diego, California 92128 Attention: Mr. Bill Booth Sr. Architect Via Email: bill. booth(a,plancominc.com Re: Geotechnical Engineering Report Verizon Wireless — Fisher Floral Equipment Enclosure 2677 North Main Street Santa Ana, California 92705 Dear Bill: CITY OF SANTA ANA Planning and Building Agency FOR A*ved ISSUANCE AASH O cG qco T¢D Master ID: Date: As requested, we have performed a geotechnical engineering study for a new cellular facility for Verizon Wireless inside a commercial facility consisting of installation of cellular antennas at rooftop of an existing four-story parking structure and construction of equipment cabinets and emergency generator enclosed by block wall at the ground level located at 2677 North Main Street, Santa Ana, California. The accompanying Geotechnical Engineering Report presents the results of our investigation, subsurface exploration, laboratory testing and our conclusions and recommendations for the geotechnical engineering aspects of the project design. The closest known active fault capable of producing major earthquakes is San Joaquin Hills fault which is located about 5.59 miles (8.9 km) away from the project site. Phone: (949) 453-0406 27 Mauchly, Suite 210,1rvine, CA 92618 Fax: (949) 453-0409 Project No. VP-6214-01 Verizon Wireless — Fisher Floral The site does lie within or near the Alquist-Priolo Earthquake Fault by the California Geological Survey (CGS). The potential for direct at the site is considered likely. CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE e as designated FA4}1�[Y�tpture Date: l;o- Our investigation was made in accordance with generally accepted geotechnical engineering procedures and included such field and laboratory tests considered necessary under the circumstances. In the opinion of the undersigned, the accompanying report has been substantiated by mathematical data in conformity with generally accepted engineering principles and presents fairly the design information requested by your organization. Respectfully Submitted, QROFESSjON Geotechnical Solutions, Inc. Q'o PIMA R. S �y � y z No. GE 2773 n Dharma Shakya, PhD, PE, GE Nyc�o -HWr- Principal Geotechnical Engineer TFOF CALIF OQROFESS��N PNAM S. 9< Abraham S. Baha, P.E., M. ASCEco Sr. Principal 7 z cc No. C053067 r s Distribution: (3 +pdf) Addressee �9T� clw- ! F CALIFO 0 Project No. VP-6214-01 Verizon Wireless — Fisher Floral TABLE OF CONTENTS Introduction................................................................................................. CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: 1- SiteDescription.....................................................................................................1 ProposedConstruction..........................................................................................1 Groundwater.........................................................................................................1 GeologicHazards.................................................................................................. 2 SoilConditions...................................................................................................... 3 Faultingand Seismicity......................................................................................... 3 FaultsClose to the Site.......................................................................................... 3 U. S. G. S. Earthquake Hazard Program................................................................. 4 FieldExplorations................................................................................................. 5 LaboratoryTesting................................................................................ ............ 6 Moistureand Density................................................................................. 6 MechanicalAnalysis.................................................................................. 6 DirectShear............................................................................................... 6 Expansion................................................................................................... 7 ChemicalAnalysis...................................................................................... 7 Concrete..................................................................................................... 7 DesignValues........................................................................................................8 Conclusions and Recommendations ..................... ............................... 8 u Project No. VP-6214-01 Verizon Wireless — Fisher Floral EnclosureWall............................................................................................ Equipment Cabinets & Generator Pads ..................................................... CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE Lateral Passive Resistance....................................................................................10 Corrosivity.............................................................................................................10 Utilities...........................................................................................I......................11 Grading Recommendations...................................................................................11 General Grading Procedures................................................................................11 Recommendations for Construction......................................................................12 Surveying...............................................................................................................12 ChangedConditions..............................................................................................13 AdditionalServices................................................................................................13 Limitations.............................................................................................................13 Remarks........................................... ......................................................................14 References....................................................................................... --- 1 S AppendixA - Plates...............................................................................................16 Appendix B — Seismic Data..................................................................................17 11 Project No. VP-6214-01 Verizon Wireless — Fisher Floral Introduction The primary objectives of this study were to explore subsurface condi proposed Verizon Wireless new equipment enclosure located at 2677 N CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE Master ID: the Santa Ana, California and evaluate the existing earth materials relative to design factors, foundation support, lateral earth pressure design factors, seismic and earthwork considerations. In general, the study objectives were met by a visual reconnaissance of the site and vicinity, review of available tentative development plans, exploratory drilling, sampling of earth materials, laboratory testing, seismic evaluation and engineering analysis. The general scope and objectives of the study were established in collaboration with the client. Site Description The proposed installation of a Verizon Wireless — equipment enclosure structure will be on the southeast corner of the 4-story parking structure as shown on Plot Plan with Boring Location Map (Plate B-1) and Equipment Plan (Plate B-2) located at 2677 North Main Street in the City of Santa Ana, California. Proposed Construction The project is to construct the equipment enclosure structure which houses the equipment cabinets and generator pads as shown on the Vicinity Map (Plate A) and Google Map (Plate D). Cellular antennas are planned to be installed at rooftop of the existing four- story parking structure. Groundwater Groundwater was not encountered at a depth of 11.5-feet below grade during the field investigation. No springs or perennial stream flow in local drainages exist based on older topographic maps. Project No. VP-6214-01 Verizon Wireless — Fisher Floral The nearest well, 337861N11.78587W001 as shown on Closest Well CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE undwater Data (Plate G-1) and groundwater well data (Plate G-2) indicated the high Ma %gwater elevation to be 70.3 feet above mean sea level. The elevation of our proj Pete�ea is about 145 feet. Thus, we believe the historic groundwater depth is around 75-feet below the existing ground surface. Groundwater is not anticipated to affect the site adversely. However, these observations reflect site conditions at the time of the investigation and do not preclude changes in local groundwater conditions, localized seepage due to variations in rainfall, heavy irrigation, damaged structure (pipes, etc.), or altered site drainage pattern(s). Geologic Hazards In addition to strong ground motions at the site, other secondary effects of a major nearby earthquake might include earthquake induced liquefaction, induced flooding and subsidence. These possible effects are considered very low due to lack of near surface groundwater and presence of medium dense to dense sandy alluvium. The site is not located near any impounded bodies of water therefore seiches are not considered a potential hazard to the project. The project site is not close to a flood channel. The site is not listed within flood hazard zones by FEMA. The most significant geologic hazard to the project sites is the potential for moderate to strong ground shaking from earthquakes generated on the faults within the Southern California region. The project site is located in the highly seismic Southern California region within the influence of several fault systems that are considered to be active or potentially active. In our opinion, the potential for surface rupture at the site due to fault plane displacement is considered likely. 2 Project No. VP-6214-01 Verizon Wireless — Fisher Floral Soil Conditions The underlying soil consists of topsoil, silty sand (SM) with little dark brown in color, moist, medium dense in consistency. Undernea CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE PAT' 7rown to e: alluvial material, moist, medium dense to dense in consistency. A more detailed profile of the material encountered is shown on Plate I-1 in Appendix A. Faulting and Seismicity The project site is in the highly seismic Southern California region within the influence of several fault systems that are active or potentially active. An active fault is defined by the State of California as a "sufficiently active and well-defined fault" that has exhibited surface displacement within the Holocene time (about the last 11,700 years). A potentially active fault is defined by the State as a fault with a history of movement within Pleistocene time (between 11,700 and 1.6 million years ago). These active and potentially active faults can produce potentially damaging seismic shaking at the site. It is anticipated that the project site will periodically experience ground acceleration as the result of small to strong magnitude earthquakes. Other active faults without surface expression (blind faults) or other potentially active seismic sources are not currently zoned and may be capable of generating an earthquake. Based on our review of geologic maps for the site and vicinity, no State of California designated Earthquake Fault Zone (Alquist-Priolo) is shown to be located on the site. The potential for direct surface fault rupture is considered unlikely. Faults Close to the Site USGS National Seismic Hazard Maps for Source parameters interactive query has been used to determine the closest fault to the site within 50 miles and has been tabulated on Table — 1 in Appendix B. 3 Project No. VP-6214-01 Verizon Wireless — Fisher Floral The closest known fault capable of producing a major earthquake is S Fault which is located about 5.59 miles (8.9 km) away from the site. Hills Fault has been assigned to 7.1 Mw magnitude and slip rate of 0.5 U.S.G.S. Earthquake Hazard Program CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE i Joaquin Hills & Joaquin Latest Interactive U.S.G.S. Earthquake Hazard Program using Unified Hazard Tool has been utilized for Dynamic Conterminous U.S. 2014 (update) (v.4.2.0) and peak ground acceleration. Peak Horizontal Ground Acceleration for 10% probability of exceedance in 50 years i.e. return period of 475 years 0.3928g Peak Horizontal Ground Acceleration for 5% probability of exceedance in 50 years i.e. return period of 975 years 0.4965g Peak Horizontal Ground Acceleration for 2% probability of exceedance in 50 years i.e. return period of 2,475 years 0.6562g Interactive Hazard Curve and Uniform Hazard Response Spectrum have been plotted and presented in Appendix B. In addition to possible strong earthquake ground motion at the site, the secondary effects of earthquake -induced liquefaction, and earthquake -induced landsliding, were considered. Guidelines for evaluating and mitigation seismic hazards in California (CGS, 2008, SP-117A) summarize procedures for evaluating the earthquake -induced landslide and liquefaction potential. In addition to possible strong earthquake ground motion at the site, the secondary effects of earthquake -induced liquefaction, and earthquake -induced landsliding, were considered. Guidelines for evaluating and mitigation seismic hazards in California (CGS, 4 Project No. VP-6214-01 Verizon Wireless — Fisher Floral 2008, SP-117A) summarize procedures for evaluating the earthquake - and liquefaction potential. Liquefaction: The groundwater is deep, but the project site is w CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE uced landslide Master ID: Date: in the seismic earthquake -induced liquefaction zone (CGS California Geologic Survey, Orange quadrangle, released April 15, 1998). However, liquefaction potential is not considered to be a concern, since it is unmanned development and not for human habitation (California Geological Survey's Special Publication 117A, Public Resources Code Section 2621.6 (a) (2) and (e)). Hence, the liquefaction analysis has not been analyzed. Induced Flooding: The site lies far and/or high enough from the coast or large inland body of water to preclude the hazards of tsunami or seiche waves or inundation from the rupture of an up gradient reservoir. Landsliding: The site does not lie near the zone of landsliding and since the site is far enough from steep slopes, landsliding will be unlikely. Field Explorations A power-augered hand boring was drilled to a depth of 11.5 feet as part of our subsurface investigation. Approximate boring location is shown on Plot Plan and Boring Location Map, Plate B-1 (Appendix A). Undisturbed samples were secured for laboratory examination and testing. Disturbed bulk samples, representative of the surficial subgrade materials, were also obtained as well. A continuous record of the materials encountered during the drilling was made by our field representative and is presented on Plate I-1, Log of Test Holes. The lines designating the interface between soil strata on the log of Test Holes represent approximate boundaries. The transition between strata may be gradual. Undisturbed samples were secured at frequent intervals from various locations for laboratory testing. 5 Project No. VP-6214-01 Verizon Wireless — Fisher Floral The relative sampler penetration resistance exhibited by the soil tabulated in the blows per foot column of the Log of Test Holes Laboratory Testing CITY OF SANTA ANA Planning and Building Agency 9 � may, lS. Approved FOR PERMIT ISSUANCE encountered is Master ID: Date: Laboratory testing was programmed following a review of field investigation data and after considering the various foundations, and grading elements to be evaluated. In general, this includes physical testing to establish foundation -bearing characteristics, and selective classification tests. A. Moisture and Density (ASTM D-2216) In situ moisture content and density were determined for all the undisturbed core samples obtained during test boring drilling operations. Test results are tabulated on Plate I-1, Log of Test Hole. B. Mechanical Analysis (ASTM D-422) The texture composition of a selected typical sample determined by the hydrometer test method was as follows: Boring No. Depth (ft) Percent Sand Percent Silt Percent Clay B-1 0-2 68 20 12 C. Direct Shear (ASTM D-3080) Direct shear tests were performed on undisturbed soil samples encountered within the upper layers and were considered most pertinent in the design of shallow spread/continuous footings or pole/pier footings. All tests were performed at the saturated -drained conditions. Individual test results are shown on Plate J. D. Consolidation (ASTM D-2435) Consolidation (load deformation) test was performed on selected undisturbed sample. 0 Project No. VP-6214-01 Verizon Wireless — Fisher Floral Plotted test result is presented on Plate K. E. Expansion Index (ASTM D-4829) CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE Master ID: Date: Expansion characteristics were determined by the Expansion Index test of a sample considered to be representative of the near subgrade soils. Test results are as follows: Boring No. Depth (ft) Moisture Dry Density Expansion Content (%) (pcf) Index B-1 0-3 11.0 106.0 10 The soil underneath the project site is classified as non -expansive (EI < 20). F. Chemical Analysis (CAL 417-A) Chemical sulfate analysis was performed on a representative sample by the CAL 417-A method. A soluble sulfate of 380 parts per million was indicated, which is negligible, however we recommend using Type II Portland cement for the foundation elements in contact with the underlying soil. Concrete Concrete for foundation where in contact with the underlying soils should be designed in accordance with the 2022 CBC, ACI 318 Section 4.3, Table 4.3.1. Although the potential for sulfate attack on concrete appears negligible, we recommend that the use of type II cement with concrete strength of 4,000 psi and maximum water cement ratio of 0.50 for the foundation elements in contact with the soil. Other seismic parameters are as follows: Soil Class Closest Fault Distance Fault Class D 5.59 miles (8.9 kin) San Joaquin Hills Fault 7 Project No. VP-6214-01 Verizon Wireless — Fisher Floral Earthquake Magnitude Slip Rate (mm/year) Risk Category Seismic Design Category Design Values CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE 7.1 MW NlOer ID: Date: Representative values were selected from the test data and other sources for design and is tabulated below: Field Density 120 pcf Expansion Index 10 Angle of Internal Friction (Ult/Peak) 33/34 deg. Cohesion (Ult/Peak) 300/400 psf Subgrade K-Value 100 pci Statement It is our professional opinion that the proposed construction will not be subject to geologic hazard from settlement, slippage, or landslide, provided the recommendations of this report are incorporated into the proposed construction. It is also our opinion that the proposed construction will not adversely affect the geologic stability of the site or adjacent properties provided the recommendations contained in this report are incorporated into the proposed construction. Conclusions and Recommendations Based upon the findings of this investigation, it is concluded that the development of the project is feasible from a geotechnical engineering point of view. The development of the 8 Project No. VP-6214-01 Verizon Wireless — Fisher Floral proposed project would not have an adverse impact on adjacent proper recommendations contained in this report and applicable standards are design and construction, and our recommended quality control measures during construction. Foundation Design Recommendations Enclosure Wall CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE s provided our in Enclosure walls may be supported by conventional continuous footing 18 inches wide and 18-inches deep bearing on competent materials or newly compacted fill, and may be designed for an allowable bearing value of 1,500 psf. Based on test results, the underlying surface soils are non -expansive; therefore, special measures will not be required for expansion potential. The subgrade for slab on grade should be kept moist (optimum moisture) at top 12 inches and be incorporated with reinforcement of #3 bars 12 inches center to center each way. The slab thickness should be 5 inches minimum and shall be placed over approved subgrade. Other aspects of the design, including minimum reinforcement, footing embedment, additional posts and beams, and the need for interior footings, are to be determined by the project structural engineer. Equipment Cabinets & Generator Pads Based on test results, the underlying surface soils are non -expansive, therefore, special measures will not be required for expansion potential. However, the top 12 inches of soil may be excavated and re -compacted back to at least 90% of ASTM D 1557 laboratory Standard. The subgrade for slab on grade should be kept moist (optimum moisture) at top 12 inches and be incorporated with reinforcement of #3 bars 18 inches center to center each way. The slab thickness should be 4 inches minimum and shall be placed over approved subgrade. It is highly recommended to remove tree roots during site preparation. 9 Project No. VP-6214-01 Verizon Wireless — Fisher Floral Other aspects of the design, including minimum reinforcement, additional posts and beams, and the need for interior footings, are to be project structural engineer. Lateral Passive Resistance CITY OF SANTA ANA Planning and Building Agency 9 � may, lS. Approved FOR PERMIT ISSUANCE g embedment, j:ggby the Date: Horizontal forces may be resisted by passive pressure acting on the side and sliding resistance. The passive pressure may be 250 psf per foot of embedment from the lowest adjacent grade up to a maximum of 4,000 ps£ Friction between base of footings and/or floor slabs, and the underlying soils may be assumed to be 40 percent of the dead loads. The allowable bearing capacity and the allowable resistance of horizontal forces may be increased by one-third for transient forces. Friction and lateral pressure may be combined, but the allowable lateral pressure should be decreased by 1/3. Corrosivity A major factor in detennining soil corrosivity is electrical resistivity. The electrical resistivity of a soil is a measure of its resistance to the flow of electrical current. Corrosion of buried metals is an electrochemical process in which the amount of metal loss due to corrosion is directly proportional to the flow of electrical current (DC) from the metal into the soil. Corrosion currents, following Ohm's Law, are inversely proportional to soil resistivity. Lower electrical resistivities result from higher moisture and chemical contents and indicate corrosive soil. Other soil characteristics that can influence corrosivity toward metals are pH, chemical content, soil type and site drainage. Based on the test results, the soils are classified as corrosive to ferrous metals and non- corrosive to Portland cement concrete. However, it is recommended to use at least Type II Portland cement for all concrete elements in contact with soil. Ferrous metals and IN Project No. VP-6214-01 Verizon Wireless — Fisher Floral buried metallic structures (e.g. pipes) shall be properly coated, an alternative, utility piping may be buried in PVC lined trenches clean sand. The width of the trenches should be a minimum of three CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE and sealed. As kqI;Wllk5d with Wdiameter of the pipes. A corrosion consultant should be retained if a more detailed evaluation or a protection system is desired. Utilities There are several existing utility lines on the project sites. Precautions should be taken in advance prior to construction. Any soft and/or unstable material encountered at the bottom of excavations for any new utility trenches should be removed and be replaced with adequate bedding material. The on -site soils are likely to be unsuitable for bedding or shading of utilities and piping. A non -expansive granular material with EI less than 20 may need to be imported for this purpose, depending on materials made available during grading. Trench backfills should be mechanically placed and compacted in thin lifts to at least 90 percent of the maximum dry density as determined by ASTM Test Method D1557. Flooding or jetting for placement and compaction of backfill is not recommended. Grading Recommendations No major grading is anticipated during construction of the equipment enclosure structure. General Grading Procedures (If Any) 1. Any existing unsuitable materials including tree roots should be removed and hauled off -site. 2. All recompacted native and import soil should be spread, watered or aerated, mixed and compacted by mechanical means of approximately six-inch thick lifts. The minimum degree of compaction obtained should be at least 90% for all Project No. VP-6214-01 Verizon Wireless — Fisher Floral compacted fill supporting enclosure wall foundations, 95% for materials, per ASTM D-1557 test standard. CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE aggregate base Master ID: Date: 3. Backfill placed in narrow, restricted areas such as along utility tenches, may be placed in 6- to 8-inches thick lifts, provided; the minimum required degree of compaction is obtained. 4. Observation and testing of all compactions should be under the direction of the Geotechnical Engineer. The Engineer should be notified at least two days in advance of the start of the grading. 5. A pre -construction meeting between representatives of the contractor, the governmental agencies, the geotechnical engineer, and the owner should be held at the job site at the time equipment is at the site and work is about to commence. The purpose of the meeting is to review the responsibilities of each member of the team. 6. Any changed field conditions due to design changes, contractor -initiated modifications, or soil conditions as observed when excavations are made, should be brought to the attention of the geotechnical engineer. As a result of changed or unanticipated conditions, further recommendations will be provided by the geotechnical engineer. Recommendations for Construction Enclosure Wall Footing: Based upon our field investigation and study of the site, it is undersigned's opinion that material will be excavatable and can be drilled with conventional equipment and footings are subject to inspection by a geotechnical engineer or geologist to assure proper embedment into competent material. Surveying: The contractor shall set necessary stakes to verify lines and grades as shown on the plan. 12 Project No. VP-6214-01 Verizon Wireless — Fisher Floral Changed Conditions: Changed conditions not found during field inve: brought to the attention of the soil engineer. As a result of the changed recommendations will be provided by the soil engineer. Additional Services CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE ition should be Date: This report is based on the assumption that an adequate program of monitoring and testing will be performed by Geotechnical Solutions, Inc. during construction to check compliance with recommendations given in this report. The recommended tests and observations include, but are not necessarily limited to the following: (a) Review of the plans during the design phase of the project. (b) Observation and testing during site preparation, and foundation construction. (c) Consultation as required during design and construction. Limitations This report is issued with the understanding that it is the responsibility of the owner or his representative to see that the information and recommendations contained herein are called to the attention of the other members of the design team for the project and that the applicable information is incorporated into the plans, and that the necessary steps are taken to see that the contractors and the subcontractors carry out such recommendations. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, whether due to natural processes or to the works of man, on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. The validity of the recommendations of this report assumes that Geotechnical Solutions, Inc. will be retained to provide these services. The scope of our services did not include any investigation into the presence or absence of hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around this site. 13 Project No. VP-6214-01 Verizon Wireless — Fisher Floral Remarks The Conclusions and recommendations contained herein are based o observations made at the various boring's locations. It is not unusual n between and beyond such locations, which differ from the conditions encountered. If conditions are encountered during construction which appear to differ from those previously disclosed, this office should be notified so as to consider the need for modifications. On -site construction observations and wherever appropriate, tests should be performed during the course of construction by a representative of this office to evaluate compliance with the design concepts, specifications, and recommendations contained herein. Your attention is directed to the fact that while caving was minor in the test hole at the time of drilling, it is possible that a trench or excavation could react in an altogether different manner. All shoring and bracing should be in accordance with the current requirements of CAL -OSHA, the Industrial Accident Commission of the state of California and all other public agencies having jurisdiction. This report has been compiled for the exclusive use of the client, it shall not be transferred to, or used by, other parties, or applied to any project on this site other than described herein without consent and /or thorough review by this office. 14 Project No. VP-6214-01 Verizon Wireless — Fisher Floral References California Building Code, 2022, California Code of Regulations, Title Part 2. CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE Master ID: 2 of California Department of Water Resources groundwater well data http://wdl.water.ca.gov. California Geologic Survey, 1998, "Seismic Hazard Zones Map, Orange quadrangle, official Map, released April 15. Guideline for Evaluation and Mitigating Seismic Hazards in California Special Publication 117A, 2008. Jennings, C.W., 1994, Fault Activity Map of California and Adjacent Areas, Scale, 1:750,000, California Division of Mines and Geology, California Data Map Series. Morton, P.K., Miller, R.V., and Fife, D.L., 1973, "Geo-environmental Maps of Orange County, California, California Division of Mines and Geology, Preliminary Report PR-15, 1:48,000. ASCE 7 Hazards Report, ASCE/SEI 7-22 & 7-16 https:Hasce7hazardtool.online 2008 National Seismic Hazard Maps — Source Parameters. https://earthquake.usgs.gov/cfusion/hazfauIts_2008_searcii/query_resuIts.cfm U.S.G.S., Earthquake Hazards Program, Unified Hazard Tool — Interactive Hazard Curve and Interactive Deaggregation web Site. https:Hearthquake.usgs.gov/hazards/interactive/ 15 CITY OF SANTA ANA Planning and Building Agency Project No. VP-6214-01 Verizon Wireless — Fisher Floral Approved FOR PERMIT ISSUANCE Master ID: Date: Appendix A Plates • Vicinity Map (Plate A) • Plot Plan & Boring Location Map (Plate B-1) • Equipment Plan (Plate B-2) • Topographic Map (Plate C) • Google Map (Plate D) • Site Regional Geology Map (Plate E) • Seismic Earthquake Zone Requiring Investigation (Plate F-1) • Seismic Hazard Map, Orange Quadrangle (Plate F-2) • Wells Nearby (G-1) • Historical High Ground Water Map (G-2) • Fault Map (Plate H) • Boring Log (Plate I-1) • Direct Shear Test (Plate J) • Consolidation Test (Plate K) 16 CITY OF SANTA ANA Planning and Building Agency VICINITY MAP Approved _ _ R — LL EISSL AN _ Of e SAK1UMGaT� EQIIOW 1 K W YIitE�L ;i � u Maste& -Pn•.E ` D:- \\�S v ORANGEWOOD Date: ��P {Q�-'? ri OENERIY 4p111NGENTR !' 1 rr % tl z �(FY t �C01 I cr Y + y r ' r :I IfADIi �T- . e.. _ o ~ I� `� su Allit IREI � 3 1 J T film REE '1 v I TA Ok1AiYRA An _ ! NSTI:ECENTER i o 8 y I C LW o W1ROKt �r,+o ` NKYNN - C IrL z Nux y LA VE IS our 1 1 NSO JQ .� . — - tgNNAND UNTRY 1 LA O z �Q r IqN 011 v )EN ROVE ` Log I {l cr j " I _� yy FA PH VEN �RtrR' I OViIE S �GItOVC11pNt i�� _ S 7 �-- PIP'� I ! _ i. 1aaRTr ;r ANd �H. 10� INC WeN SA14TO CU z ,R� a m u 1 i - !WN I �eCRYrfO r m D RU► w�..: : n ST g L0000 _ AC r � t7 g� a TN -- 19TR -. � ! g IBTN e _ 3 I17TH Fr � r.atqAr U • , L —i c t� I g ; DORI N al ur __ RSHt ON 12TN -- cno ` M _ — — .�\ t1 _ = crylc = I }! "19 Al •� F A A _ < 3it Elm lWl ; 4TH - z w►Fcop EL7 — � — D I 1{ s '< -o— 1�t IST Verizon Wireless - Fisher Floral Project No. VP-6214-01 2677 North Main Street, Santa Ana, California Plate: A Geotechnical Solutions, Inc. PLOT PLAN WITH BORING LOCATION CITY OF SANTA ANA inning and BL-11ilding gency aAWJA. $CCnO •.TtV 11'M Lt.- 0 AVTLNV:S. tAl:56IIA�C+D "CAcr YCY Vii7 CN KI D QLHG i Pi, C[IVl Pr-r,WSPATLVT-111-El '•ti OWENS -- DERIVE j7--__--L ttE fitT A.] r N": or ei v I I I ! 1 1 I i •— I l _ � u � � i x� r AP`J: 003-033-18; w 003-013-13 !� WE i Q I r 1 I I CJ + ¢yrFr ut� t I µye otTA sc*c+c sn+�rr• :ca ' G O +3 .,H, 'ttN1CK bVTLN W:. 11! : t �.YC+P .ACsCY V CSAVEC D CN I[; DILL�c43 mce 1•4, mr TRW51•ATSN�:'.-:ACLIlS Approv FOR PERMIT IS KEYED NOTES: O n�AA''}l.�!. 11111S.nL�Yl CLFGTgI[11L9:t1N:L P.Oa t•'•IFI!' N1Cp Mwi3O: C.LCTFI_Al fr kYLClGtt-+T+• -.J�b z INI!(YMRCRfLCt_^.ALtDIMCDRTDI.D[ Date: J INI h'•• W NFFT YF I4-041244kr. FCA fit" ! INIT'Y:CCl.II.Ti L+AL 4.+/RIGNIN1YCiwCC¢LSTK d U NCE S IYI�'='•��-�.Aai kle T<Irq:AP nC - b Ml�n'Y•'N:I.fL911[•rCGo[MFi<lC➢:RL�+D11- _ i 141.1-•:ar/VMI•IU!!Aix IM J.Ir."ILL CrAL. AO. bffjtx MU'a O ILjI•M•YiC GADJL[ 'tt s If Jr.N•As+alest! It IV 11•tAIATnIbH]11+DAGC•vQ:: JNSC[41S7 TZLCC/L-UR iJ c1cow-arTC ta�MLf. CJTD camc: to F_: Al/'1„ 0 31f+_vthy - 14 FJ 1`mrm-YCLIW 7S Txfll/;,t41n11N!U 10CLL".-%t1ISD4,AN7tW1%t N c: TR[LS TO P"w" v Ilialn!e*/exl 11 lal Ay.TCR tA5[iCMT TI Ni-tncx CN:LOV-SIL'A•LL fh ALI OZ C, ALia[C4r C7•�ciL"C il'J!ItN M til4ZCY Ah�rJ.NAC. 111,,'G 11+, f?CSDt y✓J_N'tC c!1 It: OJ_N,,G n/5ctq-1 Yt• TnahfPA➢.LNT s:RM" mx o-Ln ",* 7 N P•N )o-1:T:M lyN•ItH t it• Legend: -dpt - Boring Location Approx. Scale: 1" = 80' Verizon Wireless - Fisher Floral Project No. VP-6214-01 2677 North Main Street, Santa Ana, California Plate: B-1 Geotechnical Solutions, Inc. CITY OF SANTA ANA Planning and Building Agency EQUIPMENT PLAN Appr FOR PERMIT ISSU N I '" -- Master ID I W I' i I { _ I ` '' f -I f Scale: 1" = 5' Verizon Wireless - Fisher Floral jProject No. VP-6214-01 2677 North Main Street, Santa Ana, California Plate: I B-2 Geotechnical Solutions, Inc. CITY OF SANTA ANA Plannina and Buildinq A ency TOPOGRAPHIC MAP 1171153'00" W WGS84 117052'00" W Approved EnD I- F- f 1T--I AN Parking Area Nis mill j rj'— '�II,� + ..ate: i oc foJIN xy {1iV Lf AUIUL , SVcAwoR ..j... :... �� z Drive-in;, Tlr,eatc :1� IIppIISe- !f. ; Por0a 1U'* U ►. � E � n C� High Seh I a I �� it i I�. ik� _iJL 'ORAL Gam= yr �."- �~ - M o r�-It J 'I� = y wF._+ I, c' I ' "!e. ,z a • �4 am ? PM v r I I j- t' 1'�I BM 1 w 9 p69 1+! n --St3' r - rer.il e rt\1r. \� ; f J I..�I�' I keatOrang: Sch �� �� •` Z O CD �" 9 1t a _.r—,'�• -- \ PALM RA AVE C _ VCR - O (� aGY:: ` • ell "!t.: . 4 I4. St osi: h : I �18 $.eCur'.r� Fa. -tY =. y •.0 I o ct C `' t j - Hosp J tL 1 ,. m (y) It 22 k II --, Q ! . + � • =- 0- .�; 9 O \� � fps -� 'CA Ne -; • ;:' _VtRat rA_, r 1 _� 'j PAR —. f---Ei3hef: _ ':,. r_� rwva �-= , I 7• •PBS-s, ., :i� ` �� �� �. ('• GR V MQN� Bing;—; - 1 sr- antgd'� - _ _ 4 y vrf-,rw• �.- ;'�f,•�.l-•' --� Q t���� - - SavOQ. i � I c--1`• �_ Res' T q .sicl a;� j`�= �aci, t\• 1- i t' O m + 4 . `LJ 4 a TA CSAR �. ,` LL,iD -LT MU Hoover B_M 163 _ Ii9 �•� y jSch i 4H,1 ~ �` c SAM _ o one 2 S ti N ► C } Gi ti AVE ? 7 I l z i I Mt uml ^�Me -61 over Plaza A N 117053'00" W WGS64 117052'00" W TNtjMN 0 _5 1 MILE 13° ® FEET 0 SOtJ tt?� MUMS Scale: 1" = 2,000' Verizon Wireless - Fisher Floral Project No. VP-6214-01 2677 North Main Street, Santa Ana, California Plate: C Geotechnical Solutions, Inc. CITY OF SANTA ANA Google Map Panning and Building 4 .. Ci. ti. •'` ;�� ^z f' 6itw270f15�..' _I" I '�K'er -' � ./• �' . I ►,, �f .. S,,l i .r . , I kr•-r: ��exir��ar��IGrilf s I`�K i M T`;IS ,' .,�,3� oqtk ',�� �yN ��'•r „ . �� :1 0 o G��i�3` ujle ..'}, J', o • ... �' R tip_. ,� ii '•�1.'_ -�I-a=`---� 1 r ,• I:. �� Ir', ,r p'a:ierG Mediterranean Grill -Santa Ana ^, , (� _ . M0hs,v1 & i<0 th +�•' 4 / .° �,t, �.�, ," .-, .. ..,,.,t��%�--.�,•,+.- • _f R! •�•`11y(�I.i•;:yr-•' Y...:i- e� �1.'Y. �. ,�".. � /^'!M. i.i.• p -J . r � c�,) R71 ,•�, - r �. - >, i l'.11 � f . - `A!� .� . r{�1ia'1�••' .17L� , s � _ - �._"'.-,�..,'' oAdP •,�' � -r �. � I„ ;..�_�.{I'.. A., �._ � '��T�' ' � 'ii��O"• � Jf�Q�1/� '�� YY ..�� � ;' � - .�, ; ! a �� ,. �t' � r�-; 1 ,.- low i.7 • 0 • 0 1 } ♦ ,,, �. D �W" A 1 ,'" ` :f.. j •� I i3 f Ij f { -�.y t jk y •� lr 1:. r afi 'e� �r� y, 11t ,'d>' " \ v# 'I.!i • _ / .I I )' t 3.1.. _i � p1 '1 i �'t �.. j- �. ' ;ct•• '� �? � i�f7�l��� L' � ` j�R2staj _ � .ft;F`'7k 'RI� ;►� �y�'t� r '� s - �, � � . t,,! ��, *'Y �Y it \, `� _ ,; � I � - .air '�`., ,y }�'f �.�% •� r' - r� ,�•,�. i� F'�1'�� •r �J ''•�. T Y A111w •e} .I �* �• r "•""a , . ,� .P.:3s1` f7,1 � �y. k• T 1v �>'� ��.�'1 : �` O t .'r, �';�?r� _ `�j. ' - - , 1'i' • ;i� .. _ Ili \ G.I da- -1 ` at�!P';. a 'y} 1 Lj's,... . t, IY ,�/"{,� .�" • 1'. 'a ,.. ��TXdk jj , , � �S• f � 1 -r .IJ� I 1 '1• '��r kA ° /• • 1. 11 .� I,".q• �'!R .� ! IY� ' .•�I• //, .i � '.ji .4' '''C • •. . �• f 7 \ V I i e � ekl ;} •i1 Y o •x'1'' pk i, wry/� k _ l�. -n rr '�+„� i j•. 4� �� •� } • a ;"C�{.-- _ _ r.•./ t$ i r `'� V `•, \, `4•. , i '� •� 1 ` /..� ,_ 1 / M � • .. Ll` 1r,.1Al - .: f 71_.✓ 1 ,�f _% �.rr• 7r )• - I- �rr-. 1 . •11� � '•„ p : 8.. • }•' V; , iN% .• ,r\ �, •r �` 1:.} e r '� _ J'1 q. is t , a } ,` —µ j. 4 y � •�s{ I'� •--- �'�r' La i �? JI%S111 •,_. u°'i•:�,.i '� -- •1.'(S�' :7A f11 - �_ •h, -- L.: :i.a�y'-iL.'..._ _ at_1��r'A:.ml •'ti. Verizon Wireless - Fisher Floral Project No. VP-6214-01 2677 North Main Street, Santa Ana, California Plate: D Geotechnical Solutions, Inc. gencyI SCE CITY OF SANTA ANA II II . m z F I ' S I J A VI (ti _ in E 1 :C v011dl� S` yl iLL W 1` \•i :• 1 II 't) ti :4�s=ell S' _, CI37;r,11 :I• It �I 1 Is "110 � � '�4 � 11�. cLL • — 1 ' �,:� I m ae;l-lu �wy�:el. � > > ; hi w anvluotullv.{ n c '_ �•y Vt , V aI 4 W lit O1 JdvJ6,j $. '�' __ �( ''.1 I (: .� •:" UI W U .` J 1 1!, SV61t,lUCS. C A W II .$.— i�l LU LL 4-0 cn CL P.-O L C%] V �— N 0', I Y a `y , �V Lit 'ncYI CE Is 1p li.I - -■ III I � nn 0 -11 - I u W. I I IL g Log► ALI WRHIM 14 0 MIND -ii OC !61 Oull, u Li CITY OF SANTA ANA Ln LU re i1 rP Qf- .1 AN, iastgy ID:' gate. I r II_ Jf . °.•+s '. ; I ,_ �— w o U a a JI .__� �'l �!' • ,� i 1 ••`n �~`644�1.An OvJ.'( ��^ J i � 1�( y ! � � 3AV , 4j.�l IL fd 70, cu 1 � \� � � ���� . s • vim' : I ¢•'F_4� �: . i � � � C; � �� cu AN CIO cu Til m VA 41 l g ! Nicn iW j OA ;` ,_-�rt"7 ,.— ,,• I jj � l� fit.. — � ._-_.� L �� y �� �� , ,•t; ,�• .� � I � F.� Via. �� dOd -E CITY OF SANTA ANA c -_ Appipired FOR PERM I ,' A qu Master ID: r' Date: Z ' co LO 00 ai u r 4'1 Z +� co '.j Gj I� n i7 Ave = O Li . PJ Glasscll St m PU='J9 Nco w N ®ut. iii SC v p t O, �= J _ !Z ui C _ ij JD.vrlld � U CUr; c ' Cof C� Cl 03 L!J � -_ 6-1 � rn u try v _ r (u O wr -C H.; rbar Blvd -P N 0 .� C Qj • = > o z _ y 0_ 0 N Lo f+c L cN d a �=j c � L �l� 9 f L3 m T m r 4-1 Ri -encYI CE CITY OF SANTA ANA 1 rr w W App .� cl FOR PERMIT2<'SLIAN V w inCL Mgste Lu o e r r qo �j z U, _ li•' _ .rrr j_ Ono w v Ii •--, U a .. a. a, ♦ i � � p ♦ le C r 7 �• / �'^ tit �� �� 17t, Ile 03 Eco U LO, ILL 03 f LL o 1) Nt j r Y Cr (ili `•r N I ncYI :E CITY OF SANTA ANA Planning and Building Agency Verizon Wireless - Fisher Floral Location. 2677 North Main Street, Santa Ana, California Number: VP-6214-01 Approved P__LLRNW ISSUANCE Key to Log ¢f Test Hole Plate INo. SAMPLES a Date: ai v 3 m `o u E E i = MATERIAL DESCRIPTION u p c� t ' y uNiOTHER @ n N TESTS ANE) REMARKS > :y EW J 0 w w o � z W a�� 0co�o � dZ 0 EE 0 ® 0 © M ® 10 11 12 r COLUMN DESCRIPTIONS Elevation: Elevation in feet referenced to mean sea level (MSL) or site datum. Depth: Depth in feet below the ground surface. Sample Type: Type of soil sample collected at depth interval shown; sampler symbols are explained below. ® Sample Number: Sample identification number; "[NRI" after number indicates no sample recovery. Blows / 6 in.: Number of blows to advance driven sampler each 6-inch drive interval, or distance notes using a 140-lb hammer with a 30-inch drop (unless otherwise noted) © Graphic Symbol Soil Type Symbol Blows / 12 in.: Blows per 12' based on Col 5 equal to uncorrected N-Value where SPT used TYPICAL SAMPLER GRAPHIC SYMBOLS California (ring -lined) Modified California (brass tube -lined) Standard Penetration Test Shelby Tube (SPT) split spoon Bulk Sample � Grab Sample OTHER GRAPHIC SYMBOLS First water encountered at time of drilling and sampling (ATD) 1 Static water level measured at specified time after drilling Change in material properties within a lithologic stratum Inferred contact between soil strata or gradational lithologic change © Material Description: Description of material encountered; may include color, moisture, grain size, and density / consistency. Approx. "and" = 35%-50%; "some" = 20%-35%; "little" = 10%-20%; 'trace" = 0%-10%. 0 Moisture Content: Moisture content of sample, as percentage of dry weight of soil, meausred in lab according to ASTM D2937. F1_01 Dry Unit Weight: Dry unit weight of soil sample, in pounds per cubic foot, measured in lab according to ASTM D422 11 I Percent Passing No. 200 Sieve: Percent of soil by weight finer than the No. 200 sieve according to ASTM D422 Fl-21 Other Tests and Remarks: Comments and observations regarding drilling or sampling made by driller or field personnel. Other lab tests are indicated using abbreviations explained below. OTHER LABORATORY TEST ABBREVIATIONS AL Atterberg Limits Test (ASTM D4318) COMP Compaction test by modified effort (ASTM D1557) CONS One-dimensional consolidation test (ASTM D2435) DS Direct shear test (ASTM D3080) El Expansion index test (ASTM 4829), index at 50% saturation HD Hydrometer analysis (ASTM D422), %<5 micros LL Liquid Limit from Atterberg Limites test PI Plasticity Index from Atterberg Limits test SA Sieve analysis (ASTM D422), %<#200 sieve SE Sand equivalent test for fines contamination (ASTM D2419) UC Unconfined compressive strength test (ASTM D2166) WA Wash analysis (ASTM D422), %<#200 sieve Soil Classification are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive; field descriptions may have been modified to reflect lab test results. Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced; they are not warranted to be representative of subsurface conditions between samples, at other locations, or times. CITY OF SANTA ANA Planning and Building Agency ProfeCt: VerizonWireless- Fisher Floral Borehole o. HA-1 Project Location : 2677 North Main Street, Santa Ana, California LOG OF TEST HOLE Plate No. I-1 A p p rov Project Number: VP-6214-01 Page 1 of EERM1_T_I Dale(s) Drilled . January 26, 2024 Logged By. BA Checked By dxs Drilling Method : Powered Hand Auger Drill Bit Size 1 5„ Total Depth of Type Borehole, feet'. DOI Rig Type: - Drilling Ramon Approx. Surfac Ma eiedlar` Contractor : Elevation, feet Groundwater Level and Date No Groundwater encountered Sampling California (ring), bulk. SPT Hammer Data Dat06, oropp.,g 3C inches Measured. Method : Borehole BackLll Drill cuttings Comments . Refer to plot plan for location SAMPLES o u C OTHER TESTS AND d n MATERIAL DESCRIPTION c u a n REMARKS o N w o Z 0- iY (D in i o 0- z 145 0 BaregroundNegetation ALLUVIUM: Silty Sand (SM), light brown, medium dense, moist, Bag #1 32 HD:68:20-12 (sa si:cl) 2 tree roots, little clay IDS: P=Peak / UIt=Ultimate C-1 @2': Silty Sand (SM), dark brown, medium dense, moist, tree 0 = 34' , c = 400 psf (P) roots 0 = 330. c =300 psf (Ult) 140 5 C-2 @5':Same as above, but dense 135 10 C-3 @10': Same as above End of Bonng = 11.5 feel 130 15 No Groundwalerwas encountered Backfilled w/Cuttings 125 20 12025 115 30 110 35 10540 100 45 GEOTECHNICAL SOLUTIONS, INC. ?d -)UANCE DIRECT SHEAR 5 4 r� 3 A Q O J �L W x 2 1 CITY OF SANTA ANA Planning and Building Agency Approved Master I Date: w ■=M 0 I 0 1 2 3 4 5 NOI .MAL LOAD (KSF) DEPTH COHESION FRICTION SYMBOL LOCATION (FT) TEST CONDITION (PSF) (DEG) HA-1 2' Saturated - Drained Peak 400 34 B HA-1 2' Saturated - Drained Ultimate 300 33 Verizon Wireless - Fisher Floral I Project No. I VP-6214-01 2677 North Main Street, Santa Ana, California Plate: I J Geotechnical Solutions, Inc. Project No. VP-6214-01 Verizon Wireless — Fisher Floral CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: Appendix B Seismic Data • Table 1 - Faults Table • Unified Hazard Tool — Hazard Curve ASCE 7-16 Hazards Report (https:Hascehazardtool. online/) 17 CITY OF SANTA ANA Planning and Building Agency i it Approved 1UANCE I- r O N O -1 m N Dmi lD lD rl a) 00 r Ln M O N m Ln 00 O O '� N N I- M .-4 1 N N m N N as er D: M Ln Ut lD V C' O V O Ln V V M to f-- U) In C O U) N N O O O O O O O O O co O O O O O O CD h O O M Q a a a Q Q a a Q- a a a a a❑ a s N VI VI VI Vf V7 0 0 N 0 0 In N 0Vn VI 0 V1 In to 0 VI Ln � v vvwwvwivvvwvvw�v�� Y Y Y Y Y 1 1 Y - 1 'L 1 'L 1 'i 4 1 - 4 4 - 1 'i = 1' Y > L N N N V1 VI V1 Vf Vf to Vf V1 N N VI N tlI t/1 V1 VI w w w w w z NV) w w Z z>> w z z z z z> Z Z z m ID o 00 m v� v ui O m 0 un 0 0 w I'D �r ti o 0 0 N N m 00 00 w m m w 1- m N U) c0 m m c0 x r N m m U) I- M M ` = ` ` U) Ul 1 - (0 r M . O .-i ri U1 U) C O O M M .--� U U U U U U U U U U U U U U U U U U U U U U U y., U u O C v = ° r0 O 2 CDV1 a U U Q! U -O -0 + -0w 0 o ° O ° o ° + + o ° a o ° + o c = U W Qj a— — — — Qj Ln � Q U — F+- v v Q! v a; v v a o v v a ai N a v o 0 o 0 o o v>> ` n n 0-0 0 0 0 n. 0 0 0 ° ° '-' 3 3 3 - C c c c 3 C C c C v o o '� i r QJ Q1 Q) Vf to Vl lm V1 QJ 02 .� i .� I_- n a z Z Z w w w w w Z a U U w w w w in a a w m m m m m lD N N c0 00 c0 m M ~ r m O l!'I U) N N N N V N - _ U) ti m m m 2 O 2 O 2 C U1 U) w tD lD tD 00 6 .-1 . i ri ri r-1 .--1 '-I .--1 .--1 .--i - N CITY OF SANTA ANA Planning and Building Agency Approved CD 00 N N N lD T r M Q0 co 00 d' r M Lo� .- �00 00<1' O? M M M CDko r--O NC) N 00 Ir-- Ltn o N N Ln.--) N m r- T a0 N rl N r-1 .--1 rl ri N M M Master I : C --1 C .-1 (D r-i r- 'i V .-i cD .-1 V .-1 Ln rl I- .--� rl ri .D .-i m .-1 r- .-i L0 .-1 t0 r-1 Ln '-1 l0 '-I Ln .-1 CD .-i r- •-i lD .--1 r- .-1 l0 e-1 to .-i u7 •-1 N .--� V rl C 'i O O O O O O O O O O W O O O O O O O O O O O O O O O O O N O O O W V) v a V1 a a o. v N Cl- a a a a a a a a a a_ a _a _a VI a a a to a a In a 0- ` v N a N v N v N i to N l/1 Vf Vf V) V1 1A VI VI Vl VI V) Vl vl V7 to > i L Y Y Y 1 > > >1 1' 1 Y �' ..Y `1 `1 1S Y Y Y Y Y -C 1 1 `1 1 Y 0 V) V1 V) N VI Vf V1 V1 V1 V1 N V1 V1 VI N V1 _ N N V1 to N N VI VI V1 _ N z z zLLJ z > Li Z z LLJ z z > z > > > > > > > > > > > > > > .-I M to M (D O to O Ln O c" O In O O O O O O O O O (D O O O M (D Ln (n (n ct ti M 0` W to Ln N C a) In t- M O cr) a) a) (n M O m (l a) Ql 0,i r� O 00 N N In --1 M •--I lD O O N N C v v u v U v v v U u v (J U U U U U U U U U U U v U U U U U v m co m L11 V) V) O N + N + N ti m m + m m CU U U U ( m z + z + � N Q) U U + �+ m m m y ¢ ¢¢¢¢ c+ to v v v U U V c c> > > > > > + + + + + ,,., (n in (n (n (n (n < Q Q Q Q (n Z Z U U a U C U m m m m m m m > > > > > z m m a1 C1 + � U � U In In Ln N V) V1 to In Ln (n (n (n to � m + m + U _ 2 2 0 2 1 'u y — '(- — 'u : '(j Y '5 '0 tf 'G V 'v L 'v '0 'v '3 C ¢ UN U N E° o 0 on 3 co u m m m L m L m C 0 Z "O �" m O m m m m m m m m m m m m m m —, C C N L C 01 L L L U ? C � C •N C •N O +� a+ m (n m LA m V7 (A .n V a' LUJ tL Lu U O > T m N O U m Ln m (1) m (n m Ln m In m N m :n m In m N m (.n m In m Ln m (n m (n m (n In C In ¢ C (n ¢ N tV tD V M M M M I-- (n fi —i N N N N N N N M M M M M (n 00 00 00 0l ,zl- O1 V In Ln Lq I- M co M 00 rll 00 N N 00 •-4 V M O � to N l!) r a' o0 V W V W rr CO V 00 'cY CO V 00 00 ul 00 Dl 00 Ol CO cl CO Ql 00 dl un �-4 Lf) -4 (f) .--I N N N N N N N M M M M M M M M M M (+') M M M M (y) M M V [W CITY OF SANTA ANA Planning and Building Agency Approved PA Pi a Poi ►, �Y V' 00 N '' o ti m 1-1 -i 1- o � M � l0 In t- f-- ti N m 1-- co V CD N M m rn V .--1 N N M m U1 N 1.1 Mas er ID: m IT C Q' m M V M m M V M M M to a' M C O O O O O O O O O CDO O O C) C)O a a a a a s a ,' c ,N 9- ,�, a 0 a ,N a a a c n a N Vf v Vl N V) C1 VI Vl C1 V) d 4 VI 0! 1 V1 41 1' Vt dl Y Vf Q! 1 Vf N Y to CG Y Vt C) V) U Vl W Ul N V) i - :, lD 00 ID 00 O m C. m l0 00 O m O m CD CO O m O m M co C' co O m O m in r O m m f0 ra m T m m m N M M m - N m m C C C U U U U v u U U U U u u U U u U u m m V) Z V) + m V) V) V) + + V• v) m V) m V) m vi m V) m - + m m + m c U z + z + z + z + + + Z Z U m m z z + + m + m + m cc + V) + 2 V) + 2 V1 + V) + Z + + m + z III z L/) z V) m+ Z Z Z Z � V) Cn + C G Z cc G cc+ G cc+ G cc+ G V) + m m V) m Cn + m + m + m + m + `n + U + Z 00 cn ++ v, ut + N ut N m m m m Z z = C- a m z + m U1 m cn m Vt U U U U U U U U z+ m Z> + U + z z z 2 z z z + _ + a:U + + m v) m + v a + - m v m m a) + m e.) m v m a + U + U + U + m aJ m v U U 2 U - u i t �_ z L Y a Y a Y a Y a 0 -a m Q m m QQ Q m<<< m m m m+QQ c C 4! C C QJ C (V C C C C N C C C C 0) C N C N O C (J 0 C C V) C O V) V) `ZD C V)-0 C ( V) V) V) V) -0 V) Cn V) V) V) -0 V) -0 + (n 70 + V) V1 V) Q U N V) Q to Q m N V) in C Ln Q V) V) to C V) Q C CO ut Q V) C CO V) Q V) C m V) Q t!) V) V) 00 In CO If) co lf) CO Ury 00 Ui 00 In CO Ul 00 V) 00 Vf 00 Ln CO N CO Ln CO V1 00 Ln 00 Lr) OC lf; 00 m 'IT r V c c m CITY OF SANTA ANA Planning and Building Agency Approved t0 r-- c', M M C)l0 M .-+ N O m N m r--V' cc N V CO rn V l0 O V M co O W � � m .--1 00 N N W M M t0 N N -4 asl er D: M .-i M .--I M .-� C .-{ V .-� rn .-1 M .� 'T '-1 M .-r M rl V •--1 V "'I "'r d' '� � l0 �--� M .--1 N ri lD .--I r- ""L r- '-'� Ln .-I U 1 r-I O .--I Ln r-I CD Co O CD O O C:) CD CD O CD C co C C O O N CD CDO ~ O CD O a s a a a a a Q a a a a a _a a s _a a_ a_ a a a C. Vl QJ N QJ V1 Q1 V1 Q! VI QU Y V) Q1 V7 OJ V1 Q) 0 Q/ V) dr V1 4/ V) QJ V) QJ Ln Q1 0 Q! N QJ V) i V) i VI Q1 V1 Ql V) Q/ V) 41 V7 QJ V) Q1 V) N V1 In V) N VI V) V) V) V) Vl VI V) V) V) Vl ._Y Vl L VI VI Vl VI VI V1 .Y VI z z z z > > > > > > z m 00 M 00 O m V cx Ln Go t0 00 O m O m O m O m O m O m O m Ln rr V rl Ln v 'A v O m O m O m O m O m C) m Q0 co Lv ra ro ry cc rc rc N ra Lv La rc cv C C � � C � � C C C C C C C O O C C C U U u U u v u U U U (i u U U U U U U U U U U U U U O m O U + V) m N U + V) + m m + m Z 2 m m m + m + m z + Z :2—> + cc + c0 + m z + Vt V) + , V) + L/I + (11 + 2 � m m ^ U N + m m m + v1 Z + Ln+ Z + � Z U + Z+ M ++ + z (A V) z + m m U z m m U U + L (1) N v1 + m + + m U 2 m U= 1 N m m V) N V) Ln m c c + U U V) d m U U Z m '—� �p �6 N QJ U U U U U U V1 fD QI V) (6 v m e� V1 (0 v z z + z z + U T N (O N m Ql LO Ql fB Q) N M QJ (O QJ m QJ y I v C) + + Q + Q + + Q L L 'a L "O L 'O m m m m U a Z3 a B O cc O O 0 0 O O N C Q C Q C Q C Q N f0 rz N M O C Q C ¢ r Q C Q C Q C Q C Q U C U cc� G Q, C LO C 'U C '(, C C C: L ro C C C C C Q1 C Q) C Q1 C C C C C C C r� i V 0 N M m @ Ur V) N In In In V) V) -0 Ln to Ln to In In to L �_ Co QJ C C C C C C V) Ln V) V1 C Ln Q C V) Q C CJ V1 Q m V) V1 V1 vi V) V1 V1 cc G cc G V) C Q _ U V) V) to V) Ln Ln 00 Ln 00 L() 00 Ln 00 Lf1 CO Uf CC. LIl of Ln 00 Ln Ln 1.0 L!') LA Ln CO Ln 1.0 Ln lD Ili 10 r_ CO r- CO Ln Li O m 10 r- N r- N r N r-- N ti N M Lq '-I -4 ri -1 -1 V .-f V' .-i C .-4 d' 1-1 Nt -4 V -4 V .--1 V .--1 V .--1 �Y' .--1 .-i C N V"' M V M V V V' 'a' 'V' V V V V' ct V V ''Y mi CITY OF SANTA ANA Planning and Building Agency M '7 CD r- CD M M --L Ln M N M N li O r4 O O a a a to L to t/1 V) y 'A Ln z O 61 r• t• � Ln M Ln V O N M u u u u u O U l,7 co l7 m co Ln Ln c0 N L!t m 1A Ln rC y n ro a) zl� ra a� a E Ln L o Ln +J L O U L J ra C V1 Lri Cn z a 00 -- c0 -- co -1 M M m Ln v Ln v Uri v r v Q1 Approved FOR PERMIT ISSUANCE Master ID: Date: Ln 9119/23. 3:41 PM U.S. Geological Survey - Earthquake Hazards Program Unified Hazard Tool CITY OF SANTA ANA Planning and Building Agency Unified Hazard Tool Please do not use this tool to obtain ground motion parameter values for Approved FOR PERMIT ISSUANCE Master ID: D te:. cleslgn code reference documents covered by the U.S. Seismic Design Maps web tools (e.g., the International Building Code and the ASCE 7 or 41 Standard). The values returned by the two applications are not identical. Please also see the new USGS Earthquake Hazard Toolbox for access to the most recent NSHMs for the conterminous U.S. and Hawaii. Input Edition Dynamic: Conterminous U.S. 2014 (u... Latitude Decimal degrees 33.77212 Longitude Decimal degrees, negative values for western longitudes -117.865569 Site Class 259 m/s (Site class D) Spectral Period Peak Ground Acceleration Time Horizon Return period in years 475 Verizon Fisher Floral https://earthquake.usgs.gov/hazards/interactive/ 1/5 9/19/23, 3:41 PM Unified Hazard Tool CITY OF SANTA ANA Planning and Building Agency Hazard Curve Hazard Curves u le 2 c w le 3 v m 1e�1 U 'tyf le-5 o le-6 CU 1e.7 —Time11.1.-475yeara w iT Ie-B —t Ptak Ground Accrlrntlon 0.10 Second Spectral Ac<eleraton 1e9 0.20 Second Spectral Acceleration — — 0.30 S...d Spectral Acceleration le-10 0.50 S—M Spectral Acceleration C 0.75 Second Spectral Acceleration C Icll !.005econd Spectral Acceleration 4 le 12 1Second 11 Spectral A[celen0on 100 Secant Spectrat Acceleration 1P-13 410 Second Spectral Acceleration 1e-14 5,00 Second Spectral Acceleration le-0 le-1 a y lc-2 v to ti5 o le-4 a w le-5 CT w LL le-6 A 2 le-7 c le-8 It,-9 le-2 1e-1 1e.0 Ground Motion (g) Component Curves for Peak Ground Acceleration le-2 le-1 1e+0 Ground Motion (g) View Raw Data Uniform Hazard 2.4 2.2 2-0 1.8 _m 1.6 C 0 1.4 1.2 v c 1.0 l7 0.8 O.G 0.4 0-2 0.0 0C 0.5 LO 1.5 2.0 2.5 1.0 3.5 4.0 4.5 5.0 Spectral Period (s) Approved FOR PERMIT ISSUANCE Master ID: https://earthquake.usgs.gov/hazards/interactive/ 2/5 9119/23, 3:41 PM U.S. Geological Survey - Earthquake Hazards Program Unified Hazard Tool CITY OF SANTA ANA Planning and Building Agency Unified Hazard Tool Please do not use this tool to obtain ground motion parameter values for t Approved FOR PERMIT ISSUANCE Master ID: D te; design code reference documents covered by the U.S. Seismic Design Maps web tools (e.g., the International Building Code and the ASCE 7 or 41 Standard). The values returned by the two applications are not identical. Please also see the new USGS Earthquake Hazard Toolbox for access to the most recent NSHMs for the conterminous U.S. and Hawaii. ^ Input Edition Dynamic: Conterminous U.S. 2014 (u... Latitude Decimal degrees Spectral Period Peak Ground Acceleration Time Horizon Return period in years 33.77212 975 Verizon Fisher Floral Longitude Decimal degrees, negative values for western longitudes -117.865569 Site Class 259 m/s (Site class D) https://earthquake.usgs.gov/hazards/interactive/ 1/5 CITY OF SANTA ANA 9/19/23, 3:41 PM Unified Hazard Tool Planning and Building Agency ^ Hazard Curve ApprovedFOR PERMIT ISSUANCE Master ID: Hazard Curves Uniform Hazard Res orVbS ..arum le-0- le-1 w le-2 C to led v a Ie 4 w le-5 O 1e 6 T C le-7 Time 1/anion 975 yea d �- Peak Ground A[wlentlon 1e8 _�0.105.,.Z Spec.... Ac[Naralwn m le-9 u- D.ZD Secant spectral Accelration -0-0.305ttand Spec Val AccNCratlar 1e-10 0.11 Setand Spec cce Val Aleration O.iS Second Spe[VN AU[ 1-6- tell Q r- I.DO Second Spectral Acceleration 1ti12 2.00 Second SpeWMAttekr 0- 1 1 Second Spectral Acceler 11- ]e-l3 4ec 00 Sond spec Val Acceleration 11- 4 S.DO SCcend SPWWAnelerallon a le-9 le-2 le-1 lec9 Ground Motion (g) Component Curves for Peak Ground Acceleration 1e-2 10-1 1e+0 Ground Motion (g) View Raw Data 2.4 I 2.2 2.0 1.8 _m L6 c 0 1.4 12 c 1.0 \ 17 0.8 0.6 0.4 Spectral Period (s): PGA 0.2 Ground Motion (g): 0.4965 0.0 0.0 0.5 2.0 25 3.0 3.5 4.0 4.5 5 Spectral Period (s) https://earthquake.usgs.gov/hazards/interactive/ 2/5 CITY OF SANTA ANA 9/19/23, 3:42 PM Unified Hazard Tool Planning and Building Agency U.S. Geological Survey - Earthquake Hazards Program Unified Hazard Tool Please do not use this tool to obtain ground motion parameter values for t Approved FOR PERMIT ISSUANCE Master ID: D te:. e c�eslgn code reference documents covered by the U.S. Seismic Design Maps web tools (e.g., the International Building Code and the ASCE 7 or 41 Standard). The values returned by the two applications are not identical. Please also see the new USGS Earthquake Hazard Toolbox for access to the most recent NSHMs for the conterminous U.S. and Hawaii. ^ Input Edition Dynamic: Conterminous U.S. 2014 (u... Latitude Decimal degrees 33.77212 Longitude Decimal degrees, negative values for western longitudes -117.865569 Site Class 259 m/s (Site class D) Spectral Period Peak Ground Acceleration Time Horizon Return period in years 2475 Verizon Fisher Floral https://earthquake.usgs.gov/hazards/interactive/ 1/5 9/19/23. 3:42 PM Hazard Curve Hazard Curves 1e40 - --- _ -- le-1 le-2 c a+ le-3 v y 1e4 aS le-5 le-6 u e le-7 —time Horizon lots nears v le-B t pack Ground Accelentlen O.lOSnandSpectralAccelerat— a�020snondspewalAccelerat- -- 0. 30 Snood Speclr,l Alcetarallpn _ f0 le-1G OSO SL—d SpKlIaI ACCeler,l Mn C 0.25 Second Spectral Acceleration e1.00 Q no Sod Spntral acceleration 1e-12 2.005ccondSpectralAccelcrati- 3.00 snood spnlral Accclnauon 1e-13 4.005econtl Spnlul Acceleration 1e-14 00 Second Spectral A-4eratlw le-2 le l le-e Ground Motion (g) Component Curves for Peak Ground Acceleration le-2 1e-1 le-0 Ground Motion (g) View Raw Data CITY OF SANTA ANA Unified Hazard Tool Planning and Building Agency Approved FOR PERMIT ISSUANCE I Master ID: Uniform Hazard ResIoew—Saaarum m 1.6 \ -�° 1.2 \ � \J � l.0 ° 0.a 0.6 0.4 Sp - al Period (s): PGA Ground Motion (g):, "" 0.2 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 Is 4.0 4.5 5.0 Spectral Period (s) https://earthquake.usgs.gov/hazards/interactive/ 2/5 CITY OF SANTA ANA Planning and Building Agency ASCE ASCE 7 Hazards Report ,!" :AN SCOM OF MIL ENGINEERS Address: Standard: ASCE/SE17-16 Latitude: 33. Y:33.772120 X:-117.865569 Risk Category: II Longitude: -11 Soil Class: D - Stiff soil Elevation: 151 (NF 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 Approved FOR PERMIT ISSUANCE 212 7865569 . NgAE)48562 ft Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Tue Sep 19 2023 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. https://asce7hazardtool.online/ Page 1 of 6 Tue Sep 19 2023 CITY OF SANTA ANA Planning and Building Agency Asa, AWiCAN SOCIETY OF CTVfI S OINE&S Seismic Approved FOR PERMIT ISSUANCE Site Soil Class: D - Stiff Soil Master ID: Results: Date: Ss 1.333 Sp, N/A S, 0.474 TL 8 F� 1 PGA: 0.561 Fv N/A PGA ti, : 0.617 S ens 1.333 F PGA 1.1 Smi N/A le : 1 Sps 0.889 C : 1.367 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Tue Sep 19 2023 Date Source: USGS Seismic Design Mans https://asce7hazardtool .online/ Page 2 of 6 Tue Sep 19 2023 CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Results: Master ID: Ice Thickness: 0 in. Date: Concurrent Temperature: 25 F Gust Speed 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Tue Sep 19 2023 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, pg Mapped Elevation: Data Source: Date Accessed: 2 0 Ib/ft 151.1 ft ASCE/SEI 7-16, Table 7.2-8 Tue Sep 19 2023 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. littps://asce7hazardtool.online/ Page 3 of 6 Tue Sep 19 2023 CITY OF SANTA ANA Planning and Building Agency CE� S ,,!.,P:DVJ S07 M OF M EJ'itiNEMS Rain Results: 15-minute Precipitation Intensity: 2.69 in./h Approved FOR PERMIT ISSUANCE Master ID: Date: 60-minute Precipitation Intensity: 1.31 in./h Data Source: NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14 (https://www.nws.noaa.gov/oh/hdsc/) Date Accessed: Tue Sep 19 2023 https://asce7hazardtool.online/ Page 4 of 6 Tue Sep 19 2023 CITY OF SANTA ANA Planning and Building Agency ASCE AME£'CAN SOC M OF UA E%G%'EFFJ Flood Results: Flood Zone Categorization: AE Base Flood Elevation: Data Source: Date Accessed: FIRM Panel: Insurance Study Note Tsunami Approved FOR PERMIT ISSUANCE Master ID: Date: FEMA National Flood Hazard Layer - Effective Flood Hazard Layer for US, where modernized (https://msc.fema.gov/r)ortal/search) Tue Sep 19 2023 If available, download FIRM panel here Download FEMA Flood Insurance Study for this area here Results: Tsunami: Not in mapped tsunami design zone. Data Source: ASCE Tsunami Design Geodatabase Date Accessed: Tue Sep 19 2023 https://asce7hazardtoo I.onIineI Page 5 of 6 Tue Sep 19 2023 CITY OF SANTA ANA Planning and Building Agency Results: Not Applicable to Risk Category 2 Approved FOR PERMIT ISSUANCE Master ID: Date: The ASCE 7 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 7 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 7 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 7 Hazard Tool. https://asce7hazardtool-online/ Page 6 of 6 Tue Sep 19 2023 CITY OF SANTA ANA 9/19/23, 3:44 PM ASCE 7 Hazard Tool Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: REPORT SUMMARY Wind iir l Wind Speed 19S Vmph 10•year MRI 166 Vmph 25•year MRI 72 Vmph 50•year MRI 76 Vmph 100•yearMRt 81 Vmph Seismic -% 1.333 Is 0 474 F3 1 F N/A SMs j 1.333 Snn N/A �Sos �,0 889 SDl N/A TL a PGA 0.561 PGA, 0.617 FPGA 1.1 le 1 C, 1.367 No SEISMIC Design and MCER spectrum data not available for this SPECTRUM location Note Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11-4.8. Ice Thickness Din. Concurrent 125 F Temperature i Gust Speed 30 mph Snow Ground Snow Load, 1 0lb/ft' pq Ground Snow Load, O lb/tiz (1 B00 0 it) P9 r;rmind 3nnw 1 nad https://asce7hazardtool.online 1/1 Page 1 of 26        !"#$%&$!#%!'#!&(')*+&,$' -./0/12345-6780/12395::;<<=:>>45?@@<;ABB<@CD E!%F GHIJHKLKGMNOPKQPRONST EFU"V#(WXFYFZF[F#\FEW\]^F#% S_`abcKK Y"Ud(!%FVW[e ff $"%F(g!UU hijklmn oepFq!g]FEFU\["p%"W#rE!%!s __ItGK uviNT`awNxyizn{kmN{ixy|}xiNkzzimi{kn~|}NknNLtKNxiz|}xNj|{N_~niN`mkxxN€`MN~}Nl}~nxN|jN t _I LtGK uviNT`awNxyizn{kmN{ixy|}xiNkzzimi{kn~|}NknNINxiz|}Nj|{N_~niN`mkxxN€`MN~}Nl}~nxN|jN t _T_Itb‚_T_NƒNItGN„N_h_MNnviNw~x…cuk{ iniNTk„~†l†N`|}x~i{iNak{nv‡lk…iNˆT`aw‰Nxyizn{kmN{ixy|}xiNkzzimi{kn~|}Nj|{Nxv|{nNyi{~|xNˆ|jNnviNnŠ|cyi{~| xyizn{l†‰Nk}NnviNlxi{cxyiz~j~iN_~niN`mkxxt _TI ItKK _TINƒNItGN„N_hIMNnviNT`awNxyizn{kmN{ixy|}xiNkzzimi{kn~|}Nj|{NINxiz|}Nˆ|jNnviNnŠ|cyi{~|Nxyizn{l†‰Nk}NnviNlxi{cxyiz~j~iN_~niN`mkxxt _h_ItI‚ uviNix~ }Nxyizn{kmN{ixy|}xiNkzzimi{kn~|}Nj|{Nxv|{nNyi{~|xNˆ|jNnviNnŠ|cyi{~|Nxyizn{l†‰Nk}NnviNlxi{cxyiz~j~iN_~niN`mkxxMN~}Nl}~nxN|jN t _hI LtOK uviNix~ }Nxyizn{kmN{ixy|}xiNkzzimi{kn~|}Nj|{NINxiz|}Nˆ|jNnviNnŠ|cyi{~|Nxyizn{l†‰Nk}NnviNlxi{cxyiz~j~iN_~niN`mkxxMN~}Nl}~nxN|jN oepF q!g]F EFU\["p%"W#rE!%!(W#%X‹s _h` h _i~x†~zNix~ }Nzkni |{Œ ŽST LtQO ŽSTMNnviNŽi|†in{~zcTik}NTk„~†l†N`|}x~i{iNak{nv‡lk…iNˆT`aŽ‰Nyik…N {|l}Nkzzimi{kn~|}Nj|{NnviNlxi{cxyiz~j~iN_~niN`mkxxMN~}Nl}~nxN|jN u_LtQOJ u_NƒN_hIH_h_MN~}Nxiz|}xMNj|{Nz|}xn{lzn~|}N|jNnviNnŠ|cyi{~|Nix~ }Nxyizn{l† uL LtIJb uLNƒNLtKN„Nu_MN~}Nxiz|}xMNj|{Nz|}xn{lzn~|}N|jNnviNnŠ|cyi{~|Nix~ }N{ixy|}xiNxyizn{l† u O u MNnviNm|} cyi{~|Nn{k}x~n~|}Nyi{~|MN~}Nxiz|}xMNj|{Nz|}xn{lzn~|}N|jNnviNnŠ|cyi{~|Nix~ }N{ixy|}xiNxyizn{l† Page 2 of 26 S”Tr r „* 4.7 / aad 42 7 C C / — / o2 44 2sv ,6 Al ,4 df ,7 . C /, f/*Be \-7" A hockey _ 83 s /..5 [.2 2 • . • lo P- (/4Z -2/s 67* Page 3 of 26Fisher Floral Cell Site 8" CMU ENCLOSURE 1.16 249#/FT Sds= 84psf*8'=672plf Cantilevered Retaining Wall LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2021, ACI 318-19, TMS 402-16 8.00 0.00 0.00 6.00 1,500.0 0.0 0.0 0.0 Criteria Soil Data Retained Height =ft Wall height above soil = ft Active Heel Pressure = psf/ft Slope Behind Wall Height of Soil over Toe in Water table above =ft = = 0.00= pcf = Soil Density, Heel = Passive Pressure = psf/ft Allow Soil Bearing = psf Soil Density, Toe 0.00 pcf Footing||Soil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load = 249.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist = 0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load = 0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width = 0.00 ft...Height to Top = 5.50 ft Eccentricity = 0.00 in...Height to Bottom = 4.50 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning = 0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Strength Level) Seismic (E)= Page 4 of 26 Fisher Floral Cantilevered Retaining Wall LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: Design Summary Wall Stability Ratios Overturning =1.66 Global Stability = 0.01 OK Slab Resists All Sliding ! Total Bearing Load = 1,372 lbs ...resultant ecc. = 11.83 in Eccentricity outside middle third Soil Pressure @ Toe = 1,197 psf OK Soil Pressure @ Heel = 0 psf OK Allowable =1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,676 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 9.3 psi OK Footing Shear @ Heel = 1.6 psi OK Allowable = 75.0 psi Sliding Calcs Lateral Sliding Force =249.0 lbs Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual Design Height Above Ftg = 0.00ft Wall Material Above "Ht" = Masonry Thickness = 8.00 Rebar Size = # 4 Rebar Spacing = 8.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.756 Total Force @ Section = 249.0lbs Moment....Actual = 1,245.0ft-# Moment.....Allowable = 1,646.8 = 2.7psi Shear.....Allowable = 45.8psi Wall Weight = 84.0psf Rebar Depth 'd' = 3.81in Masonry Data f'm = 1,500psi Fs =psi 20,000 Solid Grouting = Yes Modular Ratio 'n'= 21.48 Equiv. Solid Thick.=7.63in Concrete Data f'c =psi Fy = Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 psi Service Level =lbsStrength Level Service Level Strength Level =ft-# Service Level Strength Level =psi Design Method = ASD SD SD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Anet (Masonry)= 91.50in2 Page 5 of 26 Fisher Floral Cantilevered Retaining Wall LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: 1.75 1.75 16.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, φ Tn 0.0018 = ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 = 2,500 psi Toe Width = ft Heel Width = Footing Thickness = in 3.50= Cover @ Top =2.00 in@ Btm.= 3.00 in Total Footing Width = 150.00 pcfFooting Concrete Density Fy = 60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe: #4@ 6.94 in, #5@ 10.76 in, #6@ 15.27 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in #4@ 6.94 in, #5@ 10.76 in, #6@ 15.27 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in = None Spec'd = = = = = 1,676 1,914 438 1,476 9.29 43.53 Heel: 0 0 184 184 1.60 42.44 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing = # 5 @ 8.00 in Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing = # 5 @ 8.00 in Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 1.21 0.35 #4@ 6.94 in #5@ 10.76 in #6@ 15.28 in in2 in2 /ft If two layers of horizontal bars: #4@ 13.89 in #5@ 21.53 in #6@ 30.56 in supplemental design for footing torsion. φ Mn 27,49625,404= ft-# Page 6 of 26 Fisher Floral Cantilevered Retaining Wall LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING..... Force Distance Moment Distance Moment Item Force ft-# lbs ftft ft-#lbs Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = = = 0.88= = = Stem Weight(s) = 672.0 2.08 1,400.0 Earth @ Stem Transitions =Footing Weight = 700.0 1.75 1,225.0 Key Weight = 1.50 Added Lateral Load lbs =1,577.0 Vert. Component Total = 1,372.0 249.0 6.33 1,577.0 2,625.0 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Total = R.M. =249.0 O.T.M. = Resisting/Overturning Ratio =1.66 Vertical Loads used for Soil Pressure = 1,372.0 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only) 0.076 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Page 7 of 26 Fisher Floral Cantilevered Retaining Wall LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 15120.08 psi Lap Splice length for #4 bar specified in this stem design segment (25.4.2.4a) = 20.00 in Development length for #4 bar specified in this stem design segment = 15.12 in Hooked embedment length into footing for #4 bar specified in this stem design segment = 6.00 in As Provided =0.3000 in2/ft As Required =0.2219 in2/ft Page 8 of 26 Fisher Floral Cantilevered Retaining Wall LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: Page 9 of 26 Fisher Floral Cantilevered Retaining Wall LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: Page 10 of 26 Fisher Floral ASCE Seismic Demands on Nonstructural Components LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: Seismic Demands on Nonstructural Components per ASCE 7-16 Section 13.3.1 and 13.4.1 30.0 1.160ftDSS =h = ENC EQU CABIET 1.00 4,200.00 15.00 2.50 1.00 0.50 0.50 1,559.047,795.20 1,461.60 1,559.04 z/h : Actual = Fp Calc'd :Fp DESIGN :Components =Components =Fp Upper Limit = W =z =R =I = Connections =1,559.04 Connections =1,559.04 P Description : a =P P z/h Design =P ft Fp Lower Limit = GENERATOR 1.00 3,414.00 15.00 104.00 1.00 0.50 0.50 30.466,336.38 1,188.07 1,188.07 z/h : Actual = Fp Calc'd :Fp DESIGN :Components =Components =Fp Upper Limit = W =z =R =I = Connections =528.03 Connections =1,188.07 P Description : a =P P z/h Design =P ft Fp Lower Limit = a : Component operating weight Fp - Calc'd W P : Component response modification factor (Table 13.5-1 or Table 13.6-1)Fp - Lower : Component importance factor (Section 13.1.3)Fp - Design : Calculated Fp, Eq (13.3-1), Same units as Wp: Component amplification factor, Table 13.5-1 or Table 13.6-1 : Upper Limit on Fp, Eq (13.3-2) ,(Same units as WpFp - Upper R Z P : Lower Limit on Fp, Eq (13.3-3), Same units as Wp I P P : Fp for design purposes, Same units as Wp : Height of point of attachment Page 11 of 26 Fisher Floral Project:Fisher Floral Project #: Date5/13/2025 Component Overturning Generator Enclosure Sesimic Demand Fp=(.4*Sds*W p*ap*I/Rp) * (1+2(z/h)) Sds=1.16 g Rp=2.5 ap=1 Ip=1 Wp= 4100 # z= 30 ft h= 15 ft Fp= 1559 # Component B= 37 in H= 85 in Rxn B = .7*Fp*H/2-.6*W p*B/2+Rxn B *B=0 Rxn B = -2483.52 # uplift Lag bolt 0.25 x 3 in N= 4 W 1800*G ^3/2*D^3/4 W= 225 #/in Fw= WxL= 2700.00 # ok Page 12 of 26 (3) 1/2" dia. W/ 3 1/4" embed per esr 4266 Tall=.65*11,870#(3)= 23.2k > 2.5k Okay. Equipment Cabinet Project:Fisher Floral Project #: Date5/13/2025 Component Overturning Generator Sesimic Demand Fp=(.4*Sds*W p*ap*I/Rp) * (1+2(z/h)) Sds=1.16 g Rp=2.5 ap=1 Ip=1 Wp= 3414 # z= 30 ft h= 15 ft Fp= 1182 # Component B= 78 in H= 63 in Rxn B = .7*Fp*H/2-.6*W p*B/2+Rxn B *B=0 Rxn B = -1358.34 # uplift Lag bolt 0.25 x 3 in N= 4 W 1800*G ^3/2*D^3/4 W= 225 #/in Fw= WxL= 2700.00 # ok Page 13 of 26 (3) 1/2" dia. W/ 3 1/4" embed per esr 4266 Tall=.65*11,870#(3)= 23.2k > 2.5k Okay. 09/284 //57 CAP % 2 -z* C 7 00 s. T 1 v / 54// 1V / s/ 3/ A < 4 30% (508’)- 43/7 - . 431 s7 </62002S7 2/00 / /0 sr 7 1 ..-) 60, 00 , 9.P18e4,7 v • ==s===*r 52 vl p new - 07% %' u or-—=op—=?*==7 ' / Mr 1.% (0) - 26*/ J4 , 4 2p- 2<(/z( —-------— • 2 9) Page 14 of 26 e (E) &vo lve. ) t 7 -6, %% 4 0 e « _ -e-m •====- 2 Pzii/ 8/600777t lol- %775 «o*/- —>0f > 40* o2 Page 15 of 26 (4)*1240#*.5=2480# r l 4 1 t far a* E 2) ‘z" /4Z Ex/ AcHo C A*enet fo EX/S 7 6/7 1 (3) 95* +o * CoMScop e - 163" >88 Page 16 of 26 KBTZ-2 Vall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`abc$d$UVTX$ee\$W$fgh$d$XTXV$S\$W$ij`$d$ZTP]$klmT$ Wnff$omfpqj$mRq$hQR$mabcQRj$`ajrmffqs$`a$hpfft$uRQprqs$bQabRqrq$emjQaRt$v`rc$e`a`epe$emjQaRt$jrRqaurc$Qh$WVYY$ij`T$wQabRqrq$emjQaRt$pa`rj$epjr$gq$f`ucrx\$eqs`pex \$QR$aQRemfxvq`ucr$bQahQRe`au$rQ$nyz{$w]YT$nffQvmgfq$fQmsj$cmoq$gqqa$bmfbpfmrqs$pj`au$m$jmhqrt$hmbrQR$Qh$VT$ UnabcQRj$emt$gq$`ajrmffqs$`a$mat$fQbmr`Qa$`a$rcq$hmbq$Qh$rcq$emjQaRt$vmff$|bqff\$vqg\$}Q`arj~T$nabcQRj$mRq$f`e`rqs$rQ$Qaq$iqR$emjQaRt$bqffT$ Negqseqar$sqirc$`j$eqmjpRqs$hRQe$rcq$Qprj`sq$hmbq$Qh$rcq$bQabRqrq$emjQaRt$pa`rT$ Xzcq$bR`r`bmf$jimb`au\$jbR\$`j$rcq$mabcQR$jimb`au$vcqRq$hpff$fQms$omfpqj$`a$rcq$rmgfq$emt$gq$pjqsT$zcq$e`a`epe$jimb`au\$je`a\$`j$rcq$e`a`epe$mabcQR$jimb`au$hQR$ vc`bc$omfpqj$mRq$mom`fmgfq$mas$`ajrmffmr`Qa$`j$RqbQeeqasqsT$yimb`au$`j$eqmjpRqs$hRQe$rcq$bqarqR$Qh$Qaq$mabcQR$rQ$rcq$bqarqR$Qh$ma$ms}mbqar$mabcQRT$ Vzcq$bR`r`bmf$qsuq$s`jrmabq\$bbR\$`j$rcq$qsuq$s`jrmabq$vcqRq$hpff$fQms$omfpqj$`a$rcq$rmgfq$emt$gq$pjqsT$zcq$e`a`epe$qsuq$s`jrmabq\$be`a\$`j$rcq$e`a`epe$qsuq$ s`jrmabq$hQR$vc`bc$omfpqj$mRq$mom`fmgfq$mas$`ajrmffmr`Qa$`j$iqRe`rrqsT$suq$s`jrmabq$`j$eqmjpRqs$hRQe$rcq$bqarqR$Qh$rcq$mabcQR$rQ$rcq$bfQjqjr$qsuq$|yqq$^`upRq$U~T$ Z€Qms$Rqspbr`Qa$hmbrQRj$mRq$epfr`if`bmr`oq $gQrc$jimb`au$mas$qsuq$s`jrmabq$fQms$Rqspbr`Qa$hmbrQRj$epjr$gq$bQaj`sqRqsT$ [€Qms$omfpqj$hQR$mabcQRj$`ajrmffqs$mr$fqjj$rcma$jbR$mas$bbR$epjr$gq$epfr`if`qs$gt$rcq$miiRQiR`mrq$fQms$Rqspbr`Qa$hmbrQR$gmjqs$Qa$mbrpmf$qsuq$s`jrmabq$|b~$QR$jimb`au$ |j~T$ P€`aqmR$`arqRiQfmr`Qa$Qh$fQms$omfpqj$gqrvqqa$e`a`epe$jimb`au$|je`a~$mas$bR`r`bmf$jimb`au$|jbR~$mas$gqrvqqa$e`a`epe$qsuq$s`jrmabq$|be`a~$mas$bR`r`bmf$qsuq$s`jrmabq$ |bbR~$`j$iqRe`rrqsT$ ]wQabRqrq$emjQaRt$rc`bkaqjj$epjr$gq$q‚pmf$rQ$QR$uRqmrqR$rcma$WTV$r`eqj$rcq$mabcQR$qegqseqar$sqircT$ƒwlz„…S_$rcq$VOPx`abcx$mas$rcq$$ NOXx`abcxs`meqrqR$mabcQRj$mas$SQTV$mas$SQT$Z$Rq`ahQRb`au$gmRj$emt$gq$`ajrmffqs$`a$e`a`epe$aQe`amfft$Px`abcxrc`bk$bQabRqrq$emjQaRtT$ WY†cqa$pj`au$rcq$gmj`b$fQms$bQeg`amr`Qaj$`a$mbbQRsmabq$v`rc$„‡w$yqbr`Qa$WZYVTNTW\$rmgpfmrqs$mffQvmgfq$fQmsj$epjr$aQr$gq$`abRqmjqs$hQR$jq`je`b$QR$v`as$fQms`auT$ †cqa$pj`au$rcq$mfrqRamr`oq$gmj`b$fQms$bQeg`amr`Qaj$`a$rcq$UYY]$„‡w$yqbr`Qa$WZYVTNTU$rcmr$`abfpsq$jq`je`b$QR$v`as$fQmsj\$rmgpfmrqs$mffQvmgfq$fQmsj$emt$gq$ `abRqmjqs\$QR$rcq$mfrqRamr`oq$gmj`b$fQms$bQeg`amr`Qaj$emt$gq$Rqspbqs$mbbQRs`au$rQ$zmgfq$WT$^QR$rcq$UYWP\$UYWV$mas$UYWU$„‡w\$rcq$mffQvmgfq$fQmsj$QR$fQms$ bQeg`amr`Qaj$epjr$aQr$gq$ms}pjrqsT$ WWnffQvmgfq$fQmsj$epjr$gq$rcq$fqjjqR$Qh$rcq$ms}pjrqs$emjQaRt$QR$gQas$omfpqj$rmgpfmrqs$mgQoq$mas$rcq$jrqqf$omfpqj$u`oqa$`a$zmgfqj$V$mas$ZT$ WUzmgpfmrqs$mffQvmgfq$gQas$fQmsj$epjr$gq$ms}pjrqs$hQR$`abRqmjqs$gmjq$emrqR`mf$rqeiqRmrpRqj$`a$mbbQRsmabq$v`rc$^`upRq$W\$mj$miif`bmgfqT$ WN^QR$bQeg`aqs$fQms`au\$jqq$yqbr`Qa$XTWTUT$ $ $ %&'(&*&((+,&'(&-./0'+1-%1/+1(+&-2+./1&1-./1/1%/1%.2&7+2 8+9%2/((-7+17%:&+1;91/%5+91-6"3)3<3=33">3""3")3" &?@A B -CDEB 5C?@AF6 DGHD?E 5C?@AF6 ( HI @@B?H F@B J@C?K H-CFE?@# 7BCEC@L3 F@B 5C?@AF6 :C?CDMD3 FDC?5C?@AF6 ( H HM@EC ? 2@E BI FDC? 7BCEC@L3 @@B 5C?@AF6 :C?CDMD3 @DC?5C?@AF6 ( H HM@EC ? 2@E BI @DC? NOP$ XNOP$ W\NVV$ W[$ X$ YTZP$ WU$ X$ YTPW$ WOU$ V$ W\ZXY$ UY$ X$ YTZP$ UY$ X$ YT[X$ ^QR$/_$W$`abc$d$UVTX$ee\$W$fgh$d$XTXV$S\$W$ij`$d$ZTP]$klmT$ Wnff$omfpqj$mRq$hQR$mabcQRj$`ajrmffqs$`a$hpfft$uRQprqs$bQabRqrq$emjQaRt$vmffj$v`rc$e`a`epe$emjQaRt$jrRqaurc$Qh$WVYY$ij`T$wQabRqrq$emjQaRt$pa`rj$epjr$gq$f`ucrx\$ eqs`pex\$QR$aQRemfxvq`ucr$bQahQRe`au$rQ$nyz{$w]YT$nffQvmgfq$fQmsj$cmoq$gqqa$bmfbpfmrqs$pj`au$m$jmhqrt$hmbrQR$Qh$VT$ UnabcQRj$emt$gq$`ajrmffqs$`a$mat$fQbmr`Qa$`a$rcq$hmbq$Qh$rcq$emjQaRt$vmff$|bqff\$vqg\$}Q`arj~T$nabcQRj$mRq$f`e`rqs$rQ$Qaq$iqR$emjQaRt$bqffT$ Negqseqar$sqirc$`j$eqmjpRqs$hRQe$rcq$Qprj`sq$hmbq$Qh$rcq$bQabRqrq$emjQaRt$pa`rT$ Xzcq$bR`r`bmf$jimb`au\$jbR\$`j$rcq$mabcQR$jimb`au$vcqRq$hpff$fQms$omfpqj$`a$rcq$rmgfq$emt$gq$pjqsT$zcq$e`a`epe$jimb`au\$je`a\$`j$rcq$e`a`epe$mabcQR$jimb`au$hQR$ vc`bc$omfpqj$mRq$mom`fmgfq$mas$`ajrmffmr`Qa$`j$RqbQeeqasqsT$yimb`au$`j$eqmjpRqs$hRQe$rcq$bqarqR$Qh$Qaq$mabcQR$rQ$rcq$bqarqR$Qh$ma$ms}mbqar$mabcQRT$ Vzcq$bR`r`bmf$qsuq$s`jrmabq\$bbR\$`j$rcq$qsuq$s`jrmabq$vcqRq$hpff$fQms$omfpqj$`a$rcq$rmgfq$emt$gq$pjqsT$zcq$e`a`epe$qsuq$s`jrmabq\$be`a\$`j$rcq$e`a`epe$qsuq$ s`jrmabq$hQR$vc`bc$omfpqj$mRq$mom`fmgfq$mas$`ajrmffmr`Qa$`j$iqRe`rrqsT$suq$s`jrmabq$`j$eqmjpRqs$hRQe$rcq$bqarqR$Qh$rcq$mabcQR$rQ$rcq$bfQjqjr$qsuq$|yqq$^`upRq$ U~T$ Z€Qms$Rqspbr`Qa$hmbrQRj$mRq$epfr`if`bmr`oq $gQrc$jimb`au$mas$qsuq$s`jrmabq$fQms$Rqspbr`Qa$hmbrQRj$epjr$gq$bQaj`sqRqsT$ [€Qms$omfpqj$hQR$mabcQRj$`ajrmffqs$mr$fqjj$rcma$jbR$mas$bbR$epjr$gq$epfr`if`qs$gt$rcq$miiRQiR`mrq$fQms$Rqspbr`Qa$hmbrQR$gmjqs$Qa$mbrpmf$qsuq$s`jrmabq$|b~$QR$ jimb`au$|j~T$ P€`aqmR$`arqRiQfmr`Qa$Qh$fQms$omfpqj$gqrvqqa$e`a`epe$jimb`au$|je`a~$mas$bR`r`bmf$jimb`au$|jbR~$mas$gqrvqqa$e`a`epe$qsuq$s`jrmabq$|be`a~$mas$bR`r`bmf$qsuq$ s`jrmabq$|bbR~$`j$iqRe`rrqsT$ ]wQabRqrq$emjQaRt$rc`bkaqjj$epjr$gq$q‚pmf$rQ$QR$uRqmrqR$rcma$WTV$r`eqj$rcq$mabcQR$qegqseqar$sqircT$ WYnabcQRj$mRq$aQr$RqbQua`ˆqs$hQR$Rqj`jr`au$qmRrc‚pmkq$hQRbqjT$†cqa$pj`au$rcq$gmj`b$fQms$bQeg`amr`Qaj$`a$mbbQRsmabq$v`rc$„‡w$yqbr`Qa$WZYVTNTW\$QR$rcq$ mfrqRamr`oq$gmj`b$fQms$bQeg`amr`Qaj$`a$„‡w$yqbr`Qa$WZYVTNTU\$rmgpfmrqs$mffQvmgfq$fQmsj$epjr$aQr$gq$`abRqmjqs$hQR$v`as$fQms`auT$ WWnffQvmgfq$fQmsj$epjr$gq$rcq$fqjjqR$Qh$rcq$ms}pjrqs$emjQaRt$QR$gQas$omfpqj$rmgpfmrqs$mgQoq$mas$rcq$jrqqf$omfpqj$u`oqa$`a$zmgfq$VT$ WUzmgpfmrqs$mffQvmgfq$gQas$fQmsj$epjr$gq$ms}pjrqs$hQR$`abRqmjqs$gmjq$emrqR`mf$rqeiqRmrpRqj$`a$mbbQRsmabq$v`rc$^`upRq$W\$mj$miif`bmgfqT$ WN^QR$bQeg`aqs$fQms`au\$jqq$yqbr`Qa$XTWTUT$ $ $ $ $ $ $ $ $ $ $ $ Page 17 of 26         !"#$ % % &'()$*+,)&,&',-)&).(&/0,1-,-234'&,3-5&-,3- 06789:;<:=;>!?@87<6 -!;78?8AB!:C7;<:D78E #FGFH#F$FHGF IJJKLMNOK%PNQR%KPSKTPKQM%U% VW NQR% UXUYZ% UXUYZ% Z% ZXUYZ% Z% ZXUYZ% [XUY\% ZX[Y\% [XUY\% \% [XUY\% [X[Y\% \X[Y\ ]PP^% ][_^% ][_^% ]`U^% ]a\^% ]`U^% ]a\^% ]_[^% ]bc^% ]_[^% ]UcZ^% ]_[^% ]d`^% ]UZU^ &867!856<?"7?e:;!C6 fMgKQhMi%gKTjLMNkQ%JlLMkg%Jkg% mMKKn%NQ%MKQmNkQ%Z%o pq X% cRb`% cRb`% cRb`% cRb`% cRb`% rNQR%msKLNJNKT%tNKnT%mMgKQhMi% W nSYNQZ% Uccudcc% dau[cc% dau[cc% dUuacc% _\uUcc% ]vYPPZ^%]ada^% ]aa\^% ]aa\^% ]a[Z^% ]`_c^% rNQR%msKLNJNKT%jnMR%mMgKQhMi% W  nSYNQZ% UZZu\cc% UZcuUcc% UZcu\cc% UU\uacc% Uccu`cc% ]vYPPZ^%]_\\^% ]_Z_^% ]_[c^% ]bdc^% ]ad[^% IJJKLMNOK%MKQmNnK%mMgKmm%lgKl%  pq wQZ% cRcZ\% cRc`U% cRcdd% cRUa\% cRZ[d% ]PPZ^% ]U`R\^% ][[RZ^% ]a[Ra^% ]UcaRc^% ]U`\R\^% fMKKn%mMgKQhMi%NQ%MKQmNkQ% q  nS% ZudZc% auU_c% UUu_bc% U_u_[`% Z\uc\`% ]xv^% ]U[Rc^% ]ZbR`^% ]`ZR_^% ]_[R_^% ]UcbRc^% &867!85A!8A:<"7?e:;!C6 yQLikg%LlMKhkgt% z X% [% U% U% U% U% fMgKQhMi%gKTjLMNkQ%JlLMkg%Jkg% LkQLgKMK%lQT%sjnnkjM%JlNnjgK%NQ% MKQmNkQu%{kQTNMNkQ%|%[% opqp opq X% cR\`% cRa`% cRa`% cRa`% cRa`% IJJKLMNOKQKmm%JlLMkg%Jkg% jQLglLxKT%LkQLgKMK%} X% Z\% Z\% Z\% Z\% Z\% Zb% Z\% IJJKLMNOKQKmm%JlLMkg%Jkg% LglLxKT%LkQLgKMK%} X% Ub% ZU% Ub% Ub% ZU% Ub% ZU% Ub% ZU% rkTNJNLlMNkQ%JlLMkg%Jkg%lQLikg% gKmNmMlQLKu%MKQmNkQu% jQLglLxKT%LkQLgKMK%\% ~pq X% URc% URc% URc% URc% URc% {gNMNLln%KThK%TNmMlQLK%  NQR% \% `% `XUYZ% \% a% a% _% Uc% b% d% UZ% Uc% Uc% ]PP^% ]UcZ^% ]UZb^% ]U\c^% ]UcZ^% ]U`Z^% ]U`Z^% ]Zc[^% ]Z`\^% ]Ub_^% ]ZZd^% ][c`^ ]Z`\^% ]Z`\^ jnnkjM%mMgKQhMi%jQLglLxKT% LkQLgKMK%`%qp nS% Uu`bc%vYy% vYy%\uU_`% [u[_c% \ucUc% `u`cc% \uc_`% aucU`% _uc`c%vYy% vYy% vYy%]xv^% ]bRc^% ]U_Ra^% ]U`Rc^ ]UbR_^% ]Z\R`^% ]U_RZ^% ]ZaR_^% ][`R_^% jnnkjM%mMgKQhMi%LglLxKT% LkQLgKMK%`%qp nS% abc%vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy%_ubd` ]xv^% ][Rc^%][dRU^ jnnkjM%mMgKQhMi%% mKNmPNL%`%qp€ nS% abc%vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy%_ubd` ]xv^% ][Rc^%][dRU^ vkgPlnN lMNkQ%JlLMkgu% jQLglLxKT%LkQLgKMK% X% cR[d% vYy% vYy% cR[b% cR\a% cR`c% cR`c% cR`c% cR\Z% cR\b%vYy% vYy% vYy% vkgPlnN lMNkQ%JlLMkgu% LglLxKT%LkQLgKMKu%mKNmPNL% X% cR`c% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% vYy% cR`c% &867!85‚7?6<7""866 yƒNln%mMNJJQKmm%NQ%mKgONLK%nklT% glQhK% „%nSYNQR% Uaau\dc% Ub`u_cc% U[buU\`% U`[udZ`% [\Zua_c% „%nSYNQR% [[u_c`% bdu_ac% dbud_`% aduaZ`% b`ubU`% % …kg%,†%U%NQLi%‡%Z`R\%PPu%U%nSJ%‡%\R\`%vu%U%smN%‡%cRcca_d`%rl%…kg%skjQTXNQLi%jQNMmˆ%U%PP%‡%cRc[d[b%NQLiKmR% U%…NhjgK%Z%kJ%MiNm%gKskgM%NnnjmMglMKm%MiK%NQmMlnnlMNkQ%slglPKMKgmR% Z%‰iK%Š|X‰‹Z%Nm%LkQmNTKgKT%l%TjLMNnK%mMKKn%KnKPKQM%NQ%lLLkgTlQLK%ŒNMi%y{w%[U_XU\%ZR[%kg%y{w%[U_XUU% RUR% [%…kg%jmK%ŒNMi%MiK%nklT%LkPSNQlMNkQm%kJ%y{w%[U_XU\%fKLMNkQ%`R[u%y{w%[U_XUU%fKLMNkQ%dRZ%kg%w|{%fKLMNkQ%Uac`RZR%{kQTNMNkQ%|%lssnNKm%ŒiKgK%mjssnKPKQMlgt% gKNQJkgLKPKQM%NQ%LkQJkgPlQLK%ŒNMi%y{w%[U_XU\%mKLMNkQ%UbR[R[%]L^%kg%y{w%[U_XUU%fKLMNkQ%\R[%]L^%Nm%QkM%sgkONTKTu%kg%ŒiKgK%sgtkjM%mMgKQhMi%hkOKgQmR%%…kg%LlmKm% ŒiKgK%MiK%sgKmKQLK%kJ%mjssnKPKQMlgt%gKNQJkgLKPKQM%LlQ%SK%OKgNJNKTu%MiK%gKmNmMlQLK%PkTNJNLlMNkQ%JlLMkgm%lmmkLNlMKT%ŒNMi%{kQTNMNkQ%y%Jkg%LkQLgKMK%SgKlxkjM%JlNnjgK% Plt%SK%jmKTR% \%…kg%lnn%TKmNhQ%LlmKmu%~pq%‡%URcR%%‰iK%lssgksgNlMK%KJJKLMNOKQKmm%JlLMkg%Jkg%LglLxKT%LkQLgKMK%]xLg^%kg%jQLglLxKT%LkQLgKMK%]xjQLg^%PjmM%SK%jmKTR% `%…kg%lnn%TKmNhQ%LlmKmu%~pŽ%‡%URcR%%‰lSjnlg%OlnjK%Jkg%sjnnkjM%mMgKQhMi%Nm%Jkg%l%LkQLgKMK%LkPsgKmmNOK%mMgKQhMi%kJ%Zu`cc%smN%]UbRZ%rl^R%jnnkjM%mMgKQhMi%Jkg%LkQLgKMK% LkPsgKmmNOK%mMgKQhMi%hgKlMKg%MilQ%Zu`cc%smN%]UbRZ%rl^%Plt%SK%NQLgKlmKT%St%PjnMNsntNQh%MiK%MlSjnlg%sjnnkjM%mMgKQhMi%St%]J L%Y%Zu`cc^Q%Jkg%smNu%kg%]J L%Y%UbRZ^Q%Jkg% rlu%ŒiKgK%Q%Nm%hNOKQ%lm%QjQLg%Jkg%jQLglLxKT%LkQLgKMK%lQT%QLg%Jkg%LglLxKT%LkQLgKMKRvy%]QkM%lssnNLlSnK^%TKQkMKm%MilM%sjnnkjM%mMgKQhMi%TkKm%QkM%QKKT%Mk%SK% LkQmNTKgKT%Jkg%TKmNhQ%           Page 18 of 26         !"# $ % % &'()*+,)&,-'(./&)0(&12,3/,/4.5'&,./6+'% 2789:;<=;><?"@A98=7 /"<89@9BC";D8<=;E89F GHGI G$GIHG JKLMNO%PQRQ%  SKQ% TQUVT% TQWXV% TQVTT% TQYUV% TQXVT% Z[[\% ZYQ]\% Z^QV\% Z_UQX\% Z_VQ^\% Z_^Q_\% `aabLcSdb%[SKQ%b[ebf[bKc%_% gh SKQ% _i_jU% _i_jU% U% Ui_jU% _i_jU% U% Ui_jU% Wi_j]% UiWj]% Wi_j]% ]% Wi_j]% WiWj]% ]iWj]% Z[[\% ZWk\% ZWk\% ZV_\% ZY]\% ZWk\% ZV_\% ZY]\% ZkW\% ZXT\% ZkW\% Z_TU\% ZkW\% Z^V\% Z_U_\% C;67=@#8@l;<"D7 mcObKncM%ObfoLcSNK%apLcNO%aNO% qcbbr%SK%qMbpO%U%s tu i% TQYV% TQYV% TQYV% TQYV% TQYV% mcbbr%qcObKncM%SK%qMbpO% u  re% _vW]V%WvUUV WvWkV% VvVWV% YvkXV% _TvUVV% _WvkTV% Zwx\% ZYQT\% Z_]Q]\ Z_VQ_\% ZU]QY\% ZWTQY\% Z]VQY\% ZY_Q]\% mcbbr%qcObKncM%SK%qMbpOv% qbSq[SL%%u ty%re% _vW]V%WvUUV WvWkV% VvVWV% YvkXV% _TvUVV% _WvkTV% Zwx\% ZYQT\% Z_]Q]\ Z_VQ_\% ZU]QY\% ZWTQY\% Z]VQY\% ZY_Q]\% C;6B"9B;=#8@l;<"D7 mcObKncM%ObfoLcSNK%apLcNO%aNO% LNKLObcb%eObpwNoc%pKf%zO{Noc% apSroOb%SK%qMbpOv%|NKfScSNK%}%W% stut stu% i% TQXT% TQXT% TQXT% TQXT% TQXT% ~Npf%ebpOSKn%rbKncM%Na% pKLMNO%SK%qMbpO%%SKQ% _i_jU% _i_jU% U% Ui_jU% _i_jU% U% Ui_jU% Wi_j]% UiWj]% Wi_j]% ]% Wi_j]% WiWj]% ]iWj]% Z[[\% ZWk\% ZWk\% ZV_\% ZY]\% ZWk\% ZV_\% ZY]\% ZkW\% ZXT\% ZkW\% Z_TU\% ZkW\% Z^V\% Z_U_\% |NbaaSLSbKc%aNO%zO{Noc%qcObKncM%  i% _% _% _% U% _% _% U% U% U% U% U% U% U% U% €NO%, %_%SKLM%‚%UVQ]%[[v%_%rea%‚%]Q]V%xv%_%zqS%‚%TQTTYk^V%ƒ„p%€NO%zNoKfiSKLM%oKScq…%_%[[%‚%TQTW^WX%SKLMbqQ% _%€SnoOb%U%Na%cMSq%ObzNOc%SrroqcOpcbq%cMb%SKqcprrpcSNK%zpOp[bcbOqQ% U%†Mb%‡}i†ˆU%Sq%LNKqSfbObf%p%foLcSrb%qcbbr%brb[bKc%SK%pLLNOfpKLb%‰ScM%J|Š%W_ki_]%UQW%NO%J|Š%W_ki__%RQ_Q% W%€NO%oqb%‰ScM%cMb%rNpf%LN[eSKpcSNKq%Na%J|Š%W_ki_]%mbLcSNK%VQWv%J|Š%W_ki__%mbLcSNK%^QU%NO%Š}|%mbLcSNK%_YTVQUQ%|NKfScSNK%}%pzzrSbq%‰MbOb%qozzrb[bKcpO{% ObSKaNOLb[bKc%SK%LNKaNO[pKLb%‰ScM%J|Š%W_ki_]%qbLcSNK%_XQWQW%ZL\%NO%J|Š%W_ki__%mbLcSNK%]QW%ZL\%Sq%KNc%zONdSfbfv%NO%‰MbOb%zO{Noc%qcObKncM%nNdbOKqQ%%€NO%Lpqbq% ‰MbOb%cMb%zObqbKLb%Na%qozzrb[bKcpO{%ObSKaNOLb[bKc%LpK%eb%dbOSaSbfv%cMb%ObqSqcpKLb%[NfSaSLpcSNK%apLcNOq%pqqNLSpcbf%‰ScM%|NKfScSNK%J%aNO%LNKLObcb%eObpwNoc%apSroOb% [p{%eb%oqbfQ%    &'()‹*+,)&,&',/)&)0(&12,3/,/4.5'&,./6+' 2789:;<=;><?"@A98=7 /"<89@9BC";D8<=; GHGI G$GIHG JKLMNO%PQRQ%  SKQ% TQUVT% TQWXV% TQVTT% TQYUV% TQXVT% Z[[\% ZYQ]\% Z^QV\% Z_UQX\% Z_VQ^\% Z_^Q_\% `aabLcSdb%[SKQ%b[ebf[bKc%_% gh SKQ% _i_jU% _i_jU% U% Ui_jU% U% Ui_jU% Wi_j]% UiWj]% Wi_j]% ]% Wi_j]% WiWj]% ]iWj]% Z[[\% ZWk\% ZWk\% ZV_\% ZY]\% ZV_\% ZY]\% ZkW\% ZXT\% ZkW\% Z_TU\% ZkW\% Z^V\% Z_U_\% C;67=@#8@l;<"D7 mcObKncM%ObfoLcSNK%apLcNO%aNO% qcbbr%SK%qMbpO%U%s tu i% TQYV% TQYV% TQYV% TQYV% TQYV% mcbbr%qcObKncM%SK%qMbpO% u  re% _v]YT% ]vY_V% ]vkkV% kvW]V% _UvWVV% _YvVYT% Zwx\% ZYQV\% ZUTQV\% ZU_QX\% ZWXQ_\% ZVVQT\% ZXWQX\% mcbbr%qcObKncM%SK%qMbpOv%qbSq[SL%% u ty%re% _v__T% ]vY_V% ]vkkV% kvW]V% _UvWVV% _Wv]XT% Zwx\% Z]Q^\% ZUTQV\% ZU_QX\% ZWXQ_\% ZVVQT\% ZV^Q^\% C;6B"9B;=#8@l;<"D7 mcObKncM%ObfoLcSNK%apLcNO%aNO% LNKLObcb%eObpwNoc%pKf%zO{Noc% apSroOb%SK%qMbpOv%|NKfScSNK%}%W% stut stu%i% TQX% TQX% TQX% TQX% TQX% ~Npf%ebpOSKn%rbKncM%Na%pKLMNO%SK% qMbpO%%SKQ% _i_jU% _i_jU% U% Ui_jU% U% Ui_jU% Wi_j]% UiWj]% Wi_j]% ]% Wi_j]% WiWj]% ]iWj]% Z[[\% ZWk\% ZWk\% ZV_\% ZY]\% ZV_\% ZY]\% ZkW\% ZXT\% ZkW\% Z_TU\% ZkW\% Z^V\% Z_U_\% |NbaaSLSbKc%aNO%zO{Noc%qcObKncM%  i% _% _% _% U% _% U% U% U% U% U% U% U% U% €NO%, %_%SKLM%‚%UVQ]%[[v%_%rea%‚%]Q]V%xv%_%zqS%‚%TQTTYk^V%ƒ„p%€NO%zNoKfiSKLM%oKScq…%_%[[%‚%TQTW^WX%SKLMbqQ% _%€SnoOb%U%Na%cMSq%ObzNOc%SrroqcOpcbq%cMb%SKqcprrpcSNK%zpOp[bcbOqQ% U%†Mb%‡}i†ˆU%Sq%LNKqSfbObf%p%foLcSrb%qcbbr%brb[bKc%SK%pLLNOfpKLb%‰ScM%J|Š%W_ki_]%UQW%NO%J|Š%W_ki__%RQ_Q% W%€NO%oqb%‰ScM%cMb%rNpf%LN[eSKpcSNKq%Na%J|Š%W_ki_]%mbLcSNK%VQWv%J|Š%W_ki__%mbLcSNK%^QU%NO%Š}|%mbLcSNK%_YTVQUQ%|NKfScSNK%}%pzzrSbq%‰MbOb%qozzrb[bKcpO{% ObSKaNOLb[bKc%SK%LNKaNO[pKLb%‰ScM%J|Š%W_ki_]%qbLcSNK%_XQWQW%ZL\%NO%J|Š%W_ki__%mbLcSNK%]QW%ZL\%Sq%KNc%zONdSfbfv%NO%‰MbOb%zO{Noc%qcObKncM%nNdbOKqQ%%€NO%Lpqbq% ‰MbOb%cMb%zObqbKLb%Na%qozzrb[bKcpO{%ObSKaNOLb[bKc%LpK%eb%dbOSaSbfv%cMb%ObqSqcpKLb%[NfSaSLpcSNK%apLcNOq%pqqNLSpcbf%‰ScM%|NKfScSNK%J%aNO%LNKLObcb%eObpwNoc%apSroOb% [p{%eb%oqbfQ%     Page 19 of 26 3 &Cl 345 (75)P 7672 Ce e rec ' + APT N Page 20 of 26 USE 1/2" dia SS HILTI KB TZ2 EXP ANCHOR ANCHOR @ 24" o/c Vall=(.65(.7))*5535#=2518# OK ASCE 7-10 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 LIC# : KW-06013871, Build:20.23.08.30 SHOP ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:--None-- Project File: FISCHER FLORIA CELL SITE.ec6 Project Title: Engineer: Project ID: Project Descr: Calculations per ASCE 7-10Analytical Values 105.0 Roof Slope Angle 10 Exposure B 45.0 10.0 10.0 0 to 7 degrees psf Topographic Factor Kzt per 26.8 4.00 LHD : Least Horizontal Dimension ft a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH))3.00 ft max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Effective Wind Area of Component & Cladding V : Basic Wind Speed per Sect 26.5-1 A, B or C mph Roof pitch for cladding pressure degrees ft^2 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category I, III, and IV Exposure Category per 26.7 MRH : Mean Roof Height ft Lambda : per Figure 28.6-1, Page 305 1.12 User specified minimum design pressure Design Wind Pressures Horizontal Pressures . . . Zone: A =96.77 psf Zone: C =64.51 psf Zone: B =-40.32 psf Zone: D =-23.30 psf Vertical Pressures . . . Zone: E =-103.49 psf Zone: G =-71.68 psf Zone: F =-63.17 psf Zone: H =-48.38 psf Overhangs . . . Zone: Eoh =-144.70 psf Zone: Goh =-113.34 psf ASCE 7-10 Section 28.6.4 Minimum Design Wind Loads requires that the load effects of the design wind pressures from Section 28.6.3 shall not be less than a minimum load defined by assuming the pressures, ps, for zones A and C equal to +16 psf, Zones B and D equal to +8 psf, while assuming ps for Zones E, F, G, and H are equal to 0 psf. Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Component & Cladding Design Wind Pressures Roof Zone 1 :Positive :39.872 psf Negative :-97.664 psf Roof Zone 2 :Positive :39.872 psf Negative :-163.520 psf Roof Zone 3 :Positive :39.872 psf Negative :-246.400 psf Wall Zone 4 :Positive :97.664 psf Negative :-105.728 psf Wall Zone 5 :Positive :97.664 psf Negative :-130.368 psf Roof Overhang Zone 2:-35.168 psf Roof Overhang Zone 3:-57.792 psf Page 21 of 26 ■ -r 2 5 2 707 6 1 s 2655* „***** P. 2 2Ps£4 £42P/2” 4 * 7 5 9 -2t £fTC.P S y ..1.12 927 ,6 .I y) 2 5U,)< j } p */ ; e // A 7- / /34 y p ' %/: / ,49885 4=20* j 7 J *y#*14 W n L - Fy F 2/ . i LZ/Y ==rommm==dz=rzz=... / x 7 ' e = — - u A / .7 Ssh wry w s. -- Page 22 of 26 5'5'5'5' FRP 4X4X1/4 TUBE USE FIBERGRATE FRP 4x1/4 3 &Cl 345 (75)P 7672 Ce e rec ' + APT N Page 23 of 26 USE 1/2" dia SS HILTI KB TZ2 EXP ANCHOR ANCHOR @ 24" o/c Vall=(.65(.7))*5535#=2518# OK SK - 1 Nov 3, 2023 at 9:50 AM frp screeen.r2d N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 M1 M2 M3 M4 M5 M6 M7 M8 M9 Y XZ Page 24 of 26 Company :Nov 3, 2023 9:51 AMDesigner : Job Number :Checked By:_____ Model Name : Member Section Forces (By Combination) LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] 1 15 M1 1 -0.007 0.645 0.393 2 2 -0.007 0.402 0.066 3 3 -0.007 0.159 -0.11 4 4 -0.007 -0.085 -0.133 5 5 -0.007 -0.328 -0.004 6 15 M2 1 -0.014 0.085 0.127 7 2 -0.014 0.085 0.073 8 3 -0.014 0.085 0.02 9 4 -0.014 0.085 -0.033 10 5 -0.014 0.085 -0.087 11 15 M3 1 0.003 0.089 0.127 12 2 0.003 0.089 0.071 13 3 0.003 0.089 0.016 14 4 0.003 0.089 -0.04 15 5 0.003 0.089 -0.096 16 15 M4 1 -0.004 0.088 0.124 17 2 -0.004 0.088 0.069 18 3 -0.004 0.088 0.014 19 4 -0.004 0.088 -0.04 20 5 -0.004 0.088 -0.095 21 15 M5 1 0.022 0.066 0.106 22 2 0.022 0.066 0.064 23 3 0.022 0.066 0.023 24 4 0.022 0.066 -0.018 25 5 0.022 0.066 -0.06 26 15 M6 1 0.328 -0.007 -0.004 27 2 0.328 -0.007 0.005 28 3 0.328 -0.007 0.014 29 4 0.328 -0.007 0.023 30 5 0.328 -0.007 0.032 31 15 M7 1 0.243 -0.021 -0.055 32 2 0.243 -0.021 -0.029 33 3 0.243 -0.021 -0.002 34 4 0.243 -0.021 0.024 35 5 0.243 -0.021 0.051 36 15 M8 1 0.154 -0.018 -0.045 37 2 0.154 -0.018 -0.023 38 3 0.154 -0.018 -0.001 39 4 0.154 -0.018 0.022 40 5 0.154 -0.018 0.044 41 15 M9 1 0.066 -0.022 -0.051 42 2 0.066 -0.022 -0.023 43 3 0.066 -0.022 0.004 44 4 0.066 -0.022 0.032 45 5 0.066 -0.022 0.06 RISA-2D Version 20.0.0 Page 1 [D:\SHOP 2023\Plancom\Fisher Floral\4-CALCULATIONS\frp screeen.r2d] Page 25 of 26     !"# $%&'!()!*+# , #-'./ 012-034$56+$76 89:;<9==>?@ABBC<:;D EF?G?HIJK?LMN? OPG?QIQN?LMR? @P?G?RIRH?LMS? T:I?G?NIQS?=UVIWX:I YZ[\] ^__`a[bcada]ef[g g_^e_h`cf\ eijkk eijlk eijmk einok eipqk r stsu vw xxx yz{| }ut ~ r|z | yzr vw €zz |€€ r€€ t t ‚r{ ~ {yr vƒ„…t t†s tus ‚‚| yr€  |€ vƒt„s ‡tt y€r yrr €| { r|~ vƒ‡tˆ y|{ sts €{ ~r € t†u vƒy~€ yy‚ €‚ ~€ r| yz ‚€y vƒs‡t {y ~ |z t‡ yy ‚rz vƒ}t ~y |z t ‚r y‚ ‚zy vƒy r~ tˆ ‚{ y{ st yy vƒ|~ t† tu ‚y st yr yr vƒrr ‚{ ‡t y yz y| y‚{ vƒt„ ‡t y{ st { ‰Š‹Œ Ž Œ‘‹’“Š ŒŠŽ”Œ•‹‹–Œ—‹—˜™ ‹—Œ’–Œ Š‹ŒŽ•š›‹Œ Ž•œ‹š 01ž-Ÿ34$56+$76 89:;<9==>?@ABBC<:;D EF?G?NIRR?LMN? OPG?HNI S?LMR? @P?G?¡I H?LMS? T:I?G?RINR?=UVIWX:I YZ[\] ^__`a[bcada]ef[g g_^e_h`cf\ eijkk eijlk eijmk einok eipqk | yr|€ vw s‡tu {y{ ~{y |yz ttˆ ~ yyz{ vƒr‚ …}t ryz tu† ‚z‚  ˆst vƒr{ ts ‚~r y€~ y‚€ { ~‚y vƒt‡„ ‚y| y{ st‡ { € r€z vƒ‡tu y|y y‚| }t ~z yz t}† vƒy~{ yyz €y ~ …t yy t‡† vƒy‚~ {‚ ~{ r€ ts y‚ ‡ t vƒ€~ ~‚ |y t ‡t st ‡t‡ vƒ| r{ t} ‚{ y yr y€€ vƒ|€ tˆ ts ‚‚ st y| s t vƒr tu ‚r y yz y~ y|y vƒtˆ ‚r y€ st  y st… vƒts y€ y| yz | y{ yy€ vƒ‚| y| y‚ { t y€ yz~ vƒ‚y y‚ € ~ ‚ ‚z €| vƒy yz  r y ‰Š‹Œ Ž Œ‘‹’“Š ŒŠŽ”Œ•‹‹–Œ—‹—˜™ ‹—Œ’–Œ Š‹ŒŽ•š›‹Œ Ž•œ‹š Page 26 of 26