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HomeMy WebLinkAboutCD 2019-0015; T-MOBILE CARLSBAD INN; Consistency Determination■ ■ ■ ■ SIT_E NUMBER: SITE NAME: SITE TYPE: SD06298A {L 1900/L600) CARLSBAD INN ROOFTOP SITE ADDRESS: 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 PROPERTY OWNER: CARLSBAD INN LTD 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 CONTACT: LEONARD BARON PHONE: (619) 434-7542 APPLICANT: T-MOBILE WEST CORPORATION LATITUDE & LONGITUDE (NAD83): 33. 157000. (N 33° 09' 25.2") -117.351111" (W -117° 21' 04.0") PROPERTY INFORMATION: OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION: ZONING: ASSESSORS PARCEL NUMBER: B-2 V-NON RATED C-1-Q 203-252-04 10509 VISTA SORRENTO PKWY, SUITE 206 SAN DIEGO, CA 92121 PROJECT DESCRIPTION -RFDS L600 V2.1: THIS PROJECT INCLUDES THE MODIFICATIONS TO AN EXISTING T-MOBILE WIRELESS FACILITY, INCLUDING: • RELOCATE (3) (E) 56" AIR21 PANEL ANTENNAS (1 PER SECTOR) • REMOVE (3) EXISTING 56" AIR21 PANEL ANTENNAS (1 PER SECTOR) • REMOVE (3) EXISTING TMA (1 PER SECTOR) • INSTALL (3) NEW 56" AIR32 PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) NEW 48" FFHH PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) NEW RADIO 4449 B71+812 AT ANTENNA (1 PER SECTOR) • ADD (2) NEW 8B6630 • ADD ( 1 2) DC POWER & ( 18) FIBER CABLES • UPDATE A/C BREAKER AND WIRING AS REQUIRED SAC/ZONING/PERMITTING: INFINIGY 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CA 92630 CONTACT: NIC FAURE PHONE: (714) 566-4451 ARCHITECTURAL & ENGINEERING: INFINIGY ENGINEERING LLP 26455 RANCHO PKWY SOUTH LAKE FOREST, CA 92630 CONTACT: DAN CONNELL PHONE: (949) 306-4644 --------~ ----~------------------ SHEET NUMBER: T-1 T-2 A-1 A-2 A-3 A-3.1 A-3.2 A-4 A-5 SHEET INDEX: DESCRIPTION: TITLE SHEET ABBREVIATIONS, SYMBOLS, GENERAL NOTES & SPECIFICATIONS SITE PLAN & ENLARGED SITE PLAN ANTENNA SCHEDULE, (E) & (N) ANTENNA LAYOUTS ARCHITECTURAL ELEVATIONS ARCHITECTURAL ELEVATIONS ARCHITECTURAL ELEVATIONS ARCHITECTURAL DETAILS PLUMBING DIAGRAM APPROVALS: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. PRINT NAME SIGNATURE DATE LANDLORD DEVELOP. MGR _____ _ CONST. MGR ZONING MGR RF ENGINEER OPERATIONS SAC REP. UTILITIES • ® ■ CITY: COUNTY: CARLSBAD SAN DIEGO ZONING: CITY OF CARLSBAD DIRECTIONS FROM T-MOBILE SAN DIEGO OFFICE: 1. TURN LEFT ONTO VISTA SORRENTO PKWY. 2. TURN RIGHT ONTO NORTH 805 FWY. 3. CONTINUE ONTO NORTH 5 FWY. 4. TAKE EXIT 50 FOR CARLSBAD VILLAGE DR. 5. TURN LEFT ONTO CARLSBAD BLVD. 6. DESTINATION ON THE RIGHT BUILDING CODE REFERNCE: VICINITY MAP: CARLSBAD. Lai)dt;rlfl!'k S\g11 v > DRIVING DIRECTIONS: Board & Breit/ - CarlSbnd· V:{1 l CONSISTENCY DETERMINATION EXHIBIT FORORIGJNALPROJEcrNo. 'RP~7-o~A Q .:JJ; Cb ZOICf-:!r" 8"/J<f1(9i l. Don Neu. Cizy PlaIUiet . ; ) RECOMMENDEDBY: £$tebQ.i. Pe:lltl"'-- DATE: "a/i,;; h, APPLICABLE CODES • ALL WORK IS TO COMPLY WITH THE 2016 CALIFORNIA BUILDING CODE (CBC) • ANSI/TIA-222-G • 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS • AISC -CONSTRUCTION MANUAL, 9TH EDITION OR LATER. • CEC (CALIFORNIA ELECTRICAL CODE) 201 6 • CFC (CALIFORNIA FIRE CODE) 2016 -2015 IFC . Qr -i c--.... ,,, .. iu·1-"1 :V.V l;..,' . .._, rp · ·Mobile· PLANS PREPARED BY:---------- INFINIGY8 . ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 CONSULTING GROUP:---------- NO. DATE: DESCRIPTION: BY: 0 05/14/19 90% CD'S JG 1 05/24/19 100% CD'S CAM 2 06/19/19 100% CD'S CAM 3 08/05/19 ZAP COMMENTS CAM SITE INFORMATION: -------------. CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL:--------------- AUG O 7 2019 C+= .:=:A?..~SB.21.:J .,:·,~ i·-!G O;\/lS!C.YN SHEET TITLE:------------ TITLE SHEET. SHEET NUMBER:----------- T-1 . ( ABBREVIATIONS AB ANCHOR BOLT LAM AC ASPHALTIC CONCRETE LBS AbC AIR CONDITIONING LT A J ADJUSTABLE LA A.F.F. ABOVE FINISH FLOOR LNA ARCH ARCHITECTURAL APPROX APPROXIMATELY MFR A.G.L. ABOVE GRADE LEVEL MAT A.M.S.L. ABOVE MEAN SEA LEVEL MAX MECH BD BOARD MIN BLDG BUILDING MISC BLKG BLOCKING ML BOT BOTTOM MO BSMT BASEMENT MS BTS BASE TRANSCEIVER MTD STATION MTL C COURSE(S) fu~~ CEM CEMENT CL CHAIN LINK NO CLG CEILING NTS CLR CLEAR COL COLUMN OA CONC CONCRETE O.C. CONST CONSTRUCTION OPNG CONT CONTINUOUS OPP CORR CORRIDOR co CONDUIT ONLY PARTN PL PLAS DIA DIAMETER PLYWD DBL DOUBLE POC DEPT DEPARTMENT PROP DEMO DEMOLITION PT DIM DIMENSION DN DOWN R DR DOOR REQD DTL DETAIL RD DWG DRAWING RM RMS ~ EXISTING RO EACH ELEC ELECTRIC SC ELEV ELEVATION SCHED EQUIP EQUIPMENT SECT EXP EXPANSION SHT EXT EXTERIOR SIM SPECS FA FIRE ALARM ss FB FLAT BAR STL FF FINISH FLOOR STOR FH FLAT HEAD STRUCT FIN FINISH(ED) SUSP FLR FLOOR SW FOS FACE OF STUDS SWBO FS FINISH SURFACE THK FT FOOT, FEET FTG FOOTING Tl FW FINISH WALL TMA F.G. FINISH GRADE TOS FUT FUTURE TS TYP GA GAUGE UNO GALV GALVANIZED GL GLASS GR GRADE VCT GYP GYPSUM GFCI GROUND FAULT CIRCUIT INTERRUPT VERT GND GROUND V.I.F. VG HC HOLLOW CORE HDW HARDWARE ~ti HTR HEATER HM HOLLOW METAL ·• WR HORIZ HORIZONTAL WT HR HOUR HT HEIGHT XFMR HV HIGH VOLTAGE @ ID INSIDE DIMENSION [ INS INSULATION INT INTERIOR ct L. JT JOINT ft SYMBOLS: A / X "',. SECTION NUMBER SHEET NUMBER rxX DETAIL NUMBER ~ SHEET NUMBER SECTION NUMBER SHEET NUMBER ~ DETAIL NUMBER ~ SHEET NUMBER KEY NOTE REFERENCE I I LAMINATED POUNDS LIGHT LIGHTNING ARRESTOR LOW NOISE AMPLIFIER MANUFACTURER MATERIAL MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS METAL LATH MASONRY OPENING MACHINE SCREW MOUNTED METAL NEW NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL ON CENTER OPENING OPPOSITE PARTITION PLATE PLASTER PLYWOOD POINT OF CONNECTION PROPERTY PRESSURE TREATED RISER REQUIRED ROOF DRAIN ROOM ROOMS ROUGH OPENING SOLID CORE SCHEDULE SECTION SHEET SIMILAR SPECIFICATIONS STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED SWITCH SWITCHBOARD THICK TENANT IMPROVEMENT TOWER MOUNTED AMPLIFIER TOP OF SURFACE TUBE STEEL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD VERTICAL GRAIN WITH WOOD WATER RESISTANT WEIGHT· TRANSFORMER AT CHANNEL CENTERLINE ANGLE PROPERTY LINE BUILDING SECTION REFERENCE DETAIL REFERENCE DETAIL SECTION REFERENCE EXTERIOR ELEVATION REFERENCE CD ----------PROPERTY LINE X ) DOOR NUMBER )( )( )( FENCING I X I AREA AND/OR ROOM NUMBER -E-E-E-E-ELECTRICAL SERVICE ffi MECHANICAL UNIT -T-T-T-T-TELCO SERVICE ABBREVIATIONS & SYMBOLS SCALE: N.T.S. 1 -------T GENERAL 1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 2. THE CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT/ENGINEER. 3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK. 4. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED 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 ARCHITECT/ENGINEER AT THE CONCLUSION OF THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE FROM START OF PROJECT TO COMPLETION OF PROJECT. 6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES. 7. ALL CONSTRUCTION THC<OUGH THE PROJECT SHALL CONFORM TO THE 2016 CBC AND ALL OTHER GOVERNING CODES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR PROVIDE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. 9. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. 11. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 13. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 14. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 15. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 16. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 17. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT DAILY. PREMISES SHALL B~ LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. 18. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS 19. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 20. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF. 21 THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION, ELEVATION, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTION OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. AND DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 24. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/ ENGINEER. UNAUTHORIZED CHANGES RENDER THESE DRAWINGS VOID. 25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 10. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TO STARTING WORK. GENERAL NOTES & SPECIFICATIONS SITE PREPARATION NOTES: 1. THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL OF ALL BROKEN CONCRETE, TREE TRUNKS AND ANY OTHER DEBRIS THAT WOULD BE DAMAGING TO THE FOOTINGS OF THE NEW STRUCTURE. 2. BACK FILLING AT TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAVING A SAND EQUIVALENT OF 30 OR GREATER. BACK FILLING SHALL BE DONE IN 8 INCH LAYERS, MOISTURE CONDiTIONED AND PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO PONDING OCCURS. 3. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SOIL OR APPROVED COMPACTED FILL. FOOTINGS SHALL EXTEND INTO SOIL DEPTH AS INDICATED IN PLANS. 4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER UNEXPECTED CONDITIONS BE ENCOUNTERED DURING THE EXCAVATION FOR THE NEW FOUNDATION, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AND ALL FOUNDATION WORK SHALL CEASE IMMEDIATELY. 5. WITHIN AN AREA A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF 4" OF EXISTING SOIL. REMOVE ALL ORGANICS, PAVEMENT, ROOTS, DEBRIS AND OTHERWISE UNSUITABLE MATERIAL. 6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. 7. PROOFROLL THE SURFACE OF THE EXPOSED SUBGRADE WITH A LOADED TANDEM AXLE DUMP TRUCK. REMOVE ALL SOILS WHICH PUMP OR DO NOT COMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. 8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN S" LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-698. COMPACT TO A MINIMUM OF 90% RELATIVE COMPACTION 9. THE STRUCTURAL DRAWINGS HERE IN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 0. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL 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. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, 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. 12. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTiNG STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN Al.L PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITiON AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. SUBMITTALS: SUBMITTALS: SUBMITTALS FOR SHOP DRAWINGS, MILL TESTS, PRODUCT DATA, ETC. FOR ITEMS DESIGNED BY THE ARCHITECT/ ENGINEER OF RECORD SHALL BE MADE TO THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REViEW THE SUBMITTAL BEFORE FORWARDING TO THE ARCHITECT. SUBMITTALS SHALL BE MADE IN ADVANCED TO ARCHITECT-ENGINEER. SUBMITTALS REQUIRED FOR EACH SECTION OF THESE NOTES ARE SPECIFIED IN THAT SECTION. SHOP DRAWING REVIEW: REVIEW BY THE ARCHITECT /ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. NOR DEPARTURES THRERFROM. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTION FABRICATION PROCESSES. ACCESSIBILITY NOTE: THE TELECOMMUNICATIONS EQUIPMENT SPACE SHOWN HEREON THESE PLANS IS NOT CUSTOMARILY OCCUPiED. WORK TO BE PERFORMED IN THIS FACILITY CANNOT REASONABLY BE PERFORMED BY PERSONS WITH A SEVERE IMPAIRMENT: MOBILITY, SIGHT, AND/OR HEARING. THEREFORE, PER 2016 CALIFORNIA BUILDING CODE SECTION 1103B.1 EXCEPTION 1, THIS FACILITY SHALL BE EXEMPTED FROM ALL TITLE 24 ACCESS REQUIREMENTS. BID WALK NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONSTRUCTION CONDITIONS BEFORE SUBMITTAL OF FINAL BIDS, START OF CONSTRUCTION AND/OR FABRICATION. AFTER THOROUGHLY EXAMINING THE PLANS AND EXISTING SITE CONDITIONS NOTIFY THE ENGINEER IN WRITING OF ANY OMISIONS/DISCREPANCIES, OR ANY ITEMS NEEDING CLARIFICATION PRIOR TO SUBMITTING FINAL BIDS. 2. IF THE ENGINEER IS NOT NOTIFIED OF ANY OMISiONS/DISCREPANCIES OR CLARIFICATIONS IN WRITING AS DESCRIBED IN #1 IT Will. BE CONFIRMED THAT THE CONTRACTOR HAS CONSIDERED ALL ITEMS THAT WILL AFFECT THE COST OF THE CONSTRUCTION OF THE SITE UNDER THE MOST STRINGENT CONDiTIONS. THE CONTRACTOR WILL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION AFTER FINAL BIDS HAVE BEEN SUBMITTED AND AWARDED FROM CARRIER. STRUCTURAL STEEL: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL WELDING CODE. IDENTIFY AND MARK STEEL PER CBC 2016. 2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER/ARCHITECT PRIOR TO FABRICATION. 3. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH NON-SHRINK, NON-FERROUS GROUT. MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO GROUTING. 4. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THIS ENGINEER. 6. WELDING: CONFORM TO AWS D1 1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. 7. BOLTING: ASTM A307 BOLTS SHALL BE INSTALLED "SNUG TIGHT" PER AISC. SECTION RCSC 8(C) ASTM A325 BOLTS SHALL CONFORM TO THE RCSC SPECIFICATION SECTION 8 (D). 8. FABRICATION: CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION" AND AISC CODE SEC 6 "FABRICATION AND DELIVERY" PERFORM WORK ON PREMISES OF A FABRICATOR APPROVED BY THE BUILDING OFFICIAL. 9. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING ENVELOPE SHALL BE HOT-DIPPED GALVANIZED. APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. PER ASTM A 153. STRUCTURAL STEEL: MATERIALS: CONFORM TO ANCHOR BOLTS (HEADED): ANCHOR BOLTS (J-TYPE): BARS & PLATES: BOLTS: C-, M-. AND ANGLE SHAPES: DEFORMED WELDED WIRE FABRIC: EPOXY & EXPANSION ANCHORS: GROUT: HIGH-STRENGTH BOLTS: OTHER STRUCTURAL SHAPES: REINFORCING BARS: SMOOTH WELDED WIRE FABRIC: STRUCTURAL WF SHAPES: STEEL PIPE: TIE WIRE: TUBE STEEL & PIPE COLUMNS: WELDING ELECTRODES: W -SHAPES: STRUCTURAL STEEL NOTES: ASTM A307 ASHA A36 ASTM A36 ASTM A307 ASTM A36 ASTM A497 HILTI OR EQUIVALENT EMBECO OR EQUIVALENT ASTM A325SC OR (A325N) ASTM A36 ASTM A615. GRADE 60, DEFORMED BARS ASTM A185 ASTM /l.572-GR50 ASTM A53, GRADE B 16.5 GAGE OR HEAVIER, BLACK ANNEALED ASTM A500, GRADE B E70XX ASTM A992, GRADE 50 1. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED. 2. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, HOLD-DOWNS, POST BASES, FRAMING CAPS, HANGER AND OTHER MISCELLANEOUS STRUCTURAL METALS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL. SCALE: N.T.S. 2 !J"! --Mobile~ PLANS PREPARED BY:----------. INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 CONSULTING GROUP:--------- •NO.--DATE: DESCRIPTION: BY: 0 05/14/19 90% CD'S JG 1 05/24/19 100% CD'S CAM 2 06/19/19 100% CD'S CAM 3 08/05/19 ZAP COMMENTS CAM SITE INFORMATION: -----------, CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL:----------------. SHEET TITLE: ABBREVIATIONS, SYMBOLS, GENERAL NOTES & SPECIFICATIONS SHEET NUMBER:------------, T-2 \ \ l \_ (E) PARKING AREA\ ' ' ' ,\\\\\ \ \ \ \ \ \ \ ', \ \, \ \ I \\\\\\\ ,.\\\\\' \ \ \ \ I \ \ \ ' . ' \_ (E) BUILDING\ \ ., \ \_ (E) BUILDING\ SITE PLAN ,r--:::: EXISTING T-MOBILE ...L_ /1/ ALPHA SECTOR \ \ \ EXISTING T-MOBILEEB PROJECT, AREA OF PROPOSED WORK - \_ (E) BUILDING\ \ / (E) TREE (TYP.) EXISTING T-MOBILE GAMMA SECTOR / / I I I I I I: w I g, "' I CL II I I t I j 1/ I I /I ii . I I! I I I ...., ;: Fi "- SECTOR 'C' 140°, NOTE: SITE PLAN IS PRELIMINARY AND DONE WITHOUT THE BENEFIT OF A SURVEY. I~ I I I I I I I ' N SCALE: ~ 1/16"=1'-o" o 8' 1s' ( 1 ~-(E) T-MOBILE EQUIPMENT CABINET "' "' \ \ ~---+-..._ ---_) .....__ -__/ -__/ (E) T-MOBILE EQUIPMENT CABINET @ W / (E) ( 1) DUL20 TO BE REMOVED A 2 INSTALL (2) 886630 - \_ (E) ROOFTOP\ Qi)@ EXISTING ANTENNA LOCATION--~ ENLARGED SITE PLAN / I ----------- 0 ~1! 0 : ' \ l I I I .____~ ""' '>.I . I I O'IVtL/ " I \ ~--~ ! \ I ' / ------------- SCALE: ~ 3/8"=1 '-0" 0 1' 2' 3' 2 .~··Mobile· PLANS PREPARED BY:----------, INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 CONSULTING GROUP:----------, NO.-.-DATE: DESCRIPTION: BY: 0 05/14/19 90% CD'S JG 1 05/24/19 100% CD'S CAM 2 06/19/19 100% CD'S CAM 3 08/05/19 ZAP COMMENTS CAM SITE INFORMATION:---------, CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL:--------------. SHEET TITLE:------------, SITE PLAN & ENLARGED SITE PLAN SHEET NUMBER:-----------, A-1 ANTENNA SECTOR ANT. TECH. MODEL SIZE A1 U1900 AIR21 B2A/B4P 56" G1900 :<{ a:::: A2 N/A N/A N/A 0 I-(_) w U) A3 L2100 AIR21 B2P/B4A 55" U1900 B1 AIR21 B2A/B4P 56" G1900 co a:::: B2 N/A N/A N/A 0 I-(_) w U) AIR21 B2P/B4A 56" B3 L2100 C1 U1900 AIR21 B2A/B4P 56" G1900 ' (_) a:::: C2 N/A N/A N/A 0 f--(_) w VJ AIR21 B2P /B4A 56" C3 L2100 ANTENNA SCHEDULE ' SECTOR 'A' 320° EXISTING ANTENNA LAYOUT EXISTING ANTENNA SCHEDULE ANTENNA WEIGHT AZIMUTH I BS 96 320' N/A N/A 96 320' 96 60' N/A N/A 96 60" 96 140' N/A N/A 96 140" ANTENNA RAD CENTER 45'-0" N/A 45'-o" 45'-0" N/A 45'-0" 45'-0" N/A 45'-0" TMA / RRU (2) TWIN STYLE 1 B -AWS N/A N/A (2) TWIN STYLE 1 B -AWS N/A N/A (2) TWIN STYLE 1 B -AWS N/A N/A SECTOR 'C' 140°, CABLE TYPE CABLE LENGTH (4) 7/8" COAX ( 4) FIBER JUMPER N/A 164' (2) FIBER JUMPER U) (_) I <D ( 4) 7 /8" LMU COAX X n ( 4) FIBER JUMPER ~ -~ N/A ------- 175' <D -X ( 1) FIBER JUMPER n U) (_) (4) 7/8" LMU COAX I ~ ( 4) FIBER JUMPER N ~ N/A 110' ( 1) FIBER JUMPER _,,--(E) T-MOBILE 56" AIR21 PANEL AtfilNNA TO BE RELOCATED (1 PER SECTOR, TOTAL 3) , SECTOR 'B' 60° ~-(E) T-MOBILE 56" AIR21 PANEL ANTENNA TO BE REMOVED ( 1 PER SECTOR, TOTAL 3) N SCALE: ~ 3/8"=1'-o" o 1· 2' 3' 1 ----------------~ PROPOSED ANTENNA SCHEDULE SECTOR ;,: a:::: 0 f-(_) w U) co a:::: 0 f-(_) w VJ ' ,o a:::: 0 f-(_) w U) ANTENNA ANT. TECH. MODEL SIZE A1 L2100 AIR32 B66/B2A 56.6" L1900 KRD901146/1 L700 COMMSCOPE A2 L600 FFHH-65A-R3 48.2" N1900 U1900 A3 AIR21 B2A/B4P 56" G1900 L2100 AIR32 B66/B2A B1 56.6" L1900 KRD901146/1 L700 COMMSCOPE B2 L600 48.2" FFHH-65A-R3 N1900 U1900 B3 AIR21 B2A/B4P 56" G1900 L2100 AIR32 B66/B2A C1 56.6" L1900 KRD901146/1 L700 COMMSCOPE C2 L600 48.2" FFHH-65A-R3 N1900 U1900 AIR21 B2A/B4P C3 56" G1900 NOTE: • THESE ORA WINGS ARE NOT INTENDED TO BE A VER/FICA TION THAT THE ANTENNA ANO RADIO MOUNTS ARE ADEQUATE TO SUPPORT THE PROPOSED LOADING. VERIFICATION THAT THE EXISTING BUILDING AND MOUNTS CAN SUPPORT THE PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION. • CONTRACTOR TO REFER TO THE STRUCTURAL ANAL YS/S AND MOUNT ASSESSMENT AND VERIFY LOADING WITH THE MOST RECENT RFDS PRIOR TO CONSTRUCTION. ' SECTOR 'A' 320° 7 WEIGHT LBS 99 128 96 99 128 96 99 128 96 ANTENNA ANTENNA AZIMUTH RAD CENTER 320' 45'-0" 320' 45'-o" 320' 45'-0" 60" 45'-o" 60' 45'-o" 60' 45'-0" 140' 45'-0" 140' 45'-o" 140' 45'-o" (N) T-MOBILE 4449 RADIO (1 PER SECTOR, TOTAL 3) ~ ~ PROPOSED ANTENNA LAYOUT TMA / RRU N/A (1) RADIO 4449 B71+B12 (1) TWIN STYLE 1 B -AWS N/A (1) RADIO 4449 B71+B12 (1) TWIN STYLE 1B -AWS N/A (1) RADIO 4449 B71+B12 (1) TWIN STYLE 1 B -AWS CABLE TYPE CABLE LENGTH N/A (4) 15' COAX 164' JUMPER V) LLl ...J ( 4) 7 /8" LMU COAX VJ ID (_) c3 ( 4) FIBER JUMPER I <D a:::: X LLl N/A n ID u... ~ -,....._ ~oo (4) 15' COAX ~ --------175' JUMPER <D ~ -( 4) 7 /8" LMU COAX X 0::: nw ( 4) FIBER JUMPER VJ 3: (_) 0 IC.. N/A ~ (_) NC ~ ,....._ N (4) 15' COAX ~ -11 o' JUMPER (4) 7 /8" LMU COAX ( 4) FIBER JUMPER 3 , SECTOR , B, 60° .,.---(N) T-MOBILE 56" AIR32 PANEL ANTENNA (1 PER SECTOR, TOTAL 3) ~ ~ (N) T-MOBILE 48" FFHH PANEL ANTENNA / (1 PER SECTOR, TOTAL 3) ~ HHJH ~-RELOCATED (E) T-MOBILE 56" AIR21 PANEL ANTENNA ( 1 PER SECTOR, TOTAL 3) N SECTOR 'c' 140°, SCALE: ~ 3/8"=7'-o" o 1' 2' 3' 2 !"F · ·Mobile- - PLANS PREPARED BY:----------, INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 CONSULTING GROUP:-------- NO. DATE: DESCRIPTION: BY: 0 05/14/19 90% CD'S JG 1 05/24/19 100% CD'S CAM 2 06/19/19 100% CD'S CAM 3 08/05/19 ZAP COMMENTS CAM SITE INFORMATION:--------- CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL:-------------- SHEET TITLE:_..;._ ________ __, ANTENNA LAYOUTS & ANTENNA SCHEDULE SHEET NUMBER:----------. A-2 < :z :z w I-:z < ---' w z ~ w ---' c:, 0 ::, I I- g ~ 0 ;-: ;,. I ;.... ..,. 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I EXISTING HOTEL ' I EXISTING HOTEL I SCALE: 1 /8"= 1 · -o" ~ o 4' 5' 1 NOTE: 1 · ALL (N) ANTENN MOUNTED TO TH~s (:)m EQUIPMENT SHALL BE PAINTED TO BMU~~~~G(E). SCALE: 1 /8"= 1 · -o" ~ 0 4' 8' 2 ~··Mobile· PLANS PREPARED BY: INFINIGY8 ENGINEERING LLP 26~;~t:,icHo PARKWAY douTH REST, CALIFORNIA 92630 JOB NUMBER: 581--100 CONSULTING GROUP: NO. DATE: DESCRIPTION: 0 05/14/1 9 90% CD'S 1 05/24/19 100% CD'S 2 06/19/19 100% CD'S 3 08/05/19 ZAP COMMENTS SITE INFORMATION: CARLSBAD INN BY: JG CAM CAM CAM SD06298A SEAL: 3001 CARLSBAD BLVD CARLSBAD, CA 92008. SHEET TITLE: ELEVATIONS SHEET NUMBER: A-3 °" w « I-z z z w w u ,;: c:, <C ~ -' w « z z g:_ z w I-w z -' « a:, -' 0 w :::, z I « I-0.. -w w -' -ffi d 0 >-' :::, • ..!. ,,, I w' 1---...-• 0 I en ...- FINISHED GRADE EXISTING EAST ELEVATION °" w I-z w « '-' z z c:, w « ~ °" <C -' z z w w z I-<C z 0.. <C w -' -' w ffi z 0 <C :::, (L . I w I--' -ffi 6 0 :::, 0 I I->-' -,.. 6 I "" 1--...-w' -• 0 I en ...- FlNISHED GRADE ,---(E) T-MOBILE PANEL ANTENNAS r---(N) & (E) T-MOBILE PANEL ANTENNAS ,---(N) T-MOBILE 4449 RADIO MOUNTED BEHIND CHIMINEY ( 1 PER SECTOR, TOTAL 3) PROPOSED EAST ELEVATION RELOCATED (E) T-MOBILE 56" AIR21 PANEL ANTENNA ----~ ( 1 PER SECTOR, TOTAL 3) ii ii !! !!!1 :i :1 !: i! !!Ii : I 1 1ii1'1i11,1 !, I. 11 '-1 I, I;.· ii Ii. I'. 1:. I ii l;II 1:,1 ::1 1! ,,--(E) T-MOBILE 56" AIR21 PANEL ANTENNA TO BE REMOVED (1 PER SECTOR, TOTAL 3) r--EXISTING CHIMNEY ~-(E) T-MOBILE 56" AIR21 PANEL ANTENNA TO BE RELOCATED (1 PER SECTOR, TOTAL 3) ,--(N) T-MOBILE 4449 RADIO MOUNTED BEHIND CHIMINEY (1 PER SECTOR, TOTAL 3) ,--(N) T-MOBILE 48" FFHH PANEL ANTENNA ( 1 PER SECTOR, TOTAL 3) ,--(N) T-MOBILE 56" AIR32 PANEL ANTENNA ( 1 PER SECTOR, TOTAL 3) ,,,---EXISTING CHIMNEY c.nr•.·• ' I [i I q 11 :,, 'fl '1 11 :• I i ,I :: I I • rnr 1 rn :, 1 1 1 1:. 1 1 !i 1i :I :i, "."' r! II" ',"'!"("' : : : ·1 ., •I ;i, '-, I ' ' ' 11.,, ' ' i'• '" -!::." :,, '"', II' ' . ' ' " ' ,;, -:·· I ' ' ' I ' • (E) T-MOBILE PANEL ANTENNAS -- ;/_._; _], __ ; _,,_, SCALE: I ' ' ' ' ll ' ' 3/32"=1 '-0" ~ 0 4' 8' 12' 1 NOTE: 1. ALL (N) ANTENNAS AND EQUIPMENT MOUNTED TO THE (E) BUILDING SHALL BE PAINTED TO MATCH (E). (N) & (E) T-MOBILE PANEL ANTENNAS -- (N) T-MOBILE 4449 RADIO -- MOUNTED BEHIND CHIMINEY ( 1 PER SECTOR, TOTAL 3) ■ ' ·11 - I • -' ' ' SCALE: 3/32"=1 '-0" ' ~ 0 4' 8' 12' 2 r_p · ·Mobile· PLANS PREPARED BY:----------. INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 CONSULTING GROUP:----------. NO.-... DATE: DESCRIPTION: BY: 0 05/14/19 90% CD'S JG 1 05/24/19 100% CD'S CAM 2 06/19/19 100% CD'S CAM 3 08/05/19 ZAP COMMENTS CAM ' ' SITE INFORMATION: ----------.... CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. 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PROPOSED SOUTH ELEVATION ' I ; :u1 i!7 , II IHI FINISHED GRADE RELOCATED (E) T-MOBILE 56° AIR21 PANEL ANTENNA ( 1 PER SECTOR, TOTAL 3) " ... •~-' q;1r• ;:.:"C', m.J:ab FINISHED GRADE (E) T-MOBILE 56" Al TO BE REMOVED (l ~~~ PANEL ANTENNA SECTOR, TOTAL 3) EXISTING CHIMNEY (E) T-MOBILE 55• AIR21 PANEL ANT TO BE RELOCATED (l PER ENNA -, \_, ,,.,J.-:: < i \ ._,,,(~',\ ,;;r--·-\.__, ~;: \ ,J,:__ /( __ (N) T MOBILE 4449 RADIO MOUNTED BEHIND CHIMINEY (1 PER SECTOR, TOTAL 3) ' (N) T-MOBILE 24" ( 1 PER SECTOR, TO~~~\)ANEL ANTENNA (N) T-MOBILE 5 • ( 1 PER SECTOR, \o~:~23{ANEL ANTENNA \. __ ,-?-~ ' I' / ,\ ,,y '-' /-~ -\__ ,,::.:-: \ ,' ,._..._____,/( !\ ;/ -...__ ---\ _d,-:..._ /{, SECTOR, TOTAL 3) EXISTING HOTEL SCALE: 1/8" 1' O" NOTE; ~ 0 4' 8' 1 · ~~u~~~DA~~E~~~s(:)ND EQUIPMENT SHALL BUILDING BE PAINTED TO MATCH (E). SCALE: 1/8" 1' O" 0 4 , 7 8' 1 2 ,-PLANS PREPARED BY: INFINIGY8 ENGINEERING LLP 26455 RANCHO p ' LAKE FOREST, C~~F~~~1 ;2~~TH JOB NUMBER: 581-100 -CONSULTING GROUP: NO.--DATE: DESCRIPTION: 0 05/14/1 9 90% CD'S 1 05/24/1 9 100% CD'S 2 06/19/19 100% CD'S 3 08/05/19 ZAP COMMENTS • -SITE INFORMATION: CARLSBAD INN BY: JG CAM CAM CAM SD06298A -SEAL: 3001 CARLSBAD BLVD CARLSBAD, CA 92008. -SHEET TITLE: ELEVATIONS -SHEET NUMBER: A-3.2 - _.,--NEW ANTENNA PIPE MOUNT MOUNTING BRACKET PROVIDED BY MANUFACTURER NEW RADIO 4449 871+812 0. 3®@ ® 0 0 @ D@ © 0 @ -@ 1= ~ ' MOUNTING BRACKET PROVIDED BY MANUFACTURER RADIO 4449 MOUNT DETAIL {E) WOOD STUD WALL -~ {E) BRICK _ _,,, {N) WALL ATTACHMENT _ _,,, EB (E) STONE _ _,,, ANTENNA MOUNTING SECTION SYMBOL LEGEND ■ EXOTHERMIC CONNECTION A MECHANICAL CONNECTION 0 0 NEW RADIO 4449 871+812 NEW ANTENNA PIPE MOUNT BOTTOM VIEW SCALE N.T.S. (N) 3"~ SCH40 GALV PIPE (N) PANEL ANTENNA SCALE: N.T.S. :.---(E) GROUND WIRE AWG #6 GROUND WIRE ----------. ---,1 NEW RADIO 4449 GROUNDING DETAIL \ (N) T-MOBILE PANEL ANTENNA SCALE: N.T.S. 7 8 9 MANUFACTURER: ERICSSON MODEL NO.: ~R 32 KRD901146-1 B66 B2 (OCTA) DIMENSIONS: W8GHT WITHOUT l!EITT 11111 ~llll.E pru lllll' NID IIIIIXlf A 56.6" INSTAllATION K~: llfil!!L\!Kil Kif: . B 12.9" 99 LBS 1 31 LBS UL C 8.7" B TOP VIEW V \ FRONT VIEW BACK VIEW (N) AIR32 ANTENNA SPEC 6630 BASEBAND DIMENSIONS, WxDxH: MAX POWER CONSUMPTION: BREAKER SIZE: TOTAL WEIGHT: - (N) 6630 BASEBAND (19"x13.78"x1 .75") 180 W MIN 1 0 A, MAX 30 A ± 14.33 lbs - ~-VALMONT SP250 @ TOP/BOT. ( OR APPROVED EQUAL) i~ (N) 3"i SCH40 GALV PIPE ~-1/2"~ x 5" LAG SCREWS (TWO TOTAL @ 10" O.C.) SEAL W/ NEOPRENE GASKET @ EA. PENETRATION VALMONT SP250 WALL MOUNT -------------- D SIDE VIEW SCALE: N.T.S. 4 SCALE: N.T.S. 5 SCALE: N.T.S. 6 MANUFACTURER: MODEL NO.: DIMENSIONS: A 48.2" B 25.2" C 9.3" RF CONNECTOR, TYP COMMSCOPE FFHH-65A-R3 TOTAL WEIGHT: B TOP B BOTTOM 72.8 LBS RF CONNECTOR, TYP B (N) FFHH ANTENNA DETAILS MANUFACTURE: ERICSSON MODEL NO.: RRUS 4449 B12 DIMENSIONS: 15" TOTAL WEIGHT: A B 13.2" 70 LBS (31.7 kg) C 9.3" RADIO MFR'S STANDARD MOUNTING BRACKETS C 10 SIDE VIEW (N) RADIO 4449 871, 812 SPECS STANDARD STEEL PIPE (GALV) ANTENNA MOUNTING DETAIL MECHANICAL DOWNTILT BRACKET EXISTING MOUNTING PIPE TO BE REUSED <( SCALE: N.T.S. 0 oO 0 0 0 0 OO! BOTTOM VIEW B ,1iiiiiiiijiiiiiiiiiijl!i i 'iiiiiiii1!!!i!iii!!i! I ~~! ii iii !iii!! iiiiiii!i~! iiiiiijjjjjjijjjjjjij1 j 1iiiiii!iiii!iiiii!iiiiii ii!iiiiiiiii!iiiiiiiiii I I I FRONT VIEW PROPOSED ANTENNA MOUNTING BRACKET PROPOSED ANTENNA ----PROPOSED ANTENNA MOUNTING BRACKET SCALE: N.T.S. SCALE: N.T.S. 1 0 <( 2 3 r■ --Mobile· PLANS PREPARED BY:---------. INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 CONSULTING GROUP:-----------, 0 ,N .--DATE: DESCRIPTION: BY: 0 05/14/19 90% CD'S JG 1 05/24/19 100% CD'S CAM 2 06/19/19 100% CD'S CAM 3 08/05/19 ZAP COMMENTS CAM -SITE INFORMATION:---------. CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 -SEAL:--------------. SHEET TITLE:------------, ARCHITECTURAL DETAILS SHEET NUMBER:-----------. A-4 AIR32 B66A 82A ' PLUMBING DIAGRAM ALPHA l r ' i Radio · L ···· --4449 AIR21 82A B4P AIR32 B66A 82A I ! I , I . SD06298A _ 67D92D8.jpg RBS 6131 Site Configuration 670920B -Outdoor BETA Radio 4449 · RBS 13 (Outdoor) I AIR21 B2A 84P --------~-'--------------------------·~ ---------- AIR32 866A B2A I l , I I I I I I I I I I l q I · i I ! I I '; I <, Radio · '-++-+ 4449 GAMMA 82A AIRZ1 84P SCALE: N.T.S. 1 ~ · ·Mobilem PLANS PREPARED BY:-------- INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 CONSULTING GROUP:-------- NO. DATE: DESCRIPTION: BY: 0 05/14/19 90% CD'S JG 1 05/24/19 100% CD'S CAM 2 06/19/19 100% CD'S CAM 3 08/05/19 ZAP COMMENTS CAM SITE INFORMATION:--------- CARLSBAD INN SD06298A SEAL: 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SHEET TITLE: PLUMBING DIAGRAM SHEET NUMBER:---------- A-5