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Plans (18) BUP201 - 00172 A AMERICAN TOWER SITE NUMBER: 284615 SITE NAME: AERICANOR WASHINGTON SQUARE MALL OR WASHINGTON SQUARE MALL SITE ADDRESS: 9585 SW WASHINGTON SQ. RD. PORTLAND, OR 97223 9585 SW WASHINGTON SQUARE ROAD PORTLAND O R 97223 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR SITE NUMBER . 284615 WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PROJECTINFINIGy8 • SITE • THE PROJECT CONSISTS OF THE CONSTRUCTION OF THE EQUIPMENT ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN FROM ZERO TO I N F I N 1 G Y :;': : ; A.B. ANCHOR BOLT GENERAL CONSTRUCTION NOTES: ER SPECIFICATION NOTES: A.F.F. ABOVE FINISHED FLOOR DIAMETER 1 . THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. 1. ALL SITE DESIGNS MUST FOLLOW THE ATC DAS A.F.G. ABOVE FINISHED GRADE 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE SPECIFICATIONS DOCUMENTA ANT. ALUMINUM ALUM. ANTENNA APPRX. APPROXIMATE(LY) © SPRINKLER HEAD ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL ARCH. ARCHITECT(URAL) INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG. AMERICAN WIRE GAUGE 0 GROUND ROD 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE BCW. BARE COPPER WIRE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND AMERICAN TOWER BLDG. BUILDING -1---1- GROUND BUS BAR DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN CAB. CABINET PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE CLG. CEILING BROUGHT TO THE ATTENTION OF THE AMERICAN TOWER CORPORATION (ATC) SITE COL. COLUMN • MECHANICAL REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. SITE NUMBER: CONC. CONCRETE 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED Q CONN. CONNECTION(OR) BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE 284615 ■ GRND. CONN. CONTRACT DOCUMENTS. CONST. CONSTRUCTION 5. CONTRACTOR SHALL CONTACT USA-ALERT BEFORE PROCEEDING WITH ANY SITE NAME: CL CENTERLINE CADWELD ELECTRIC EXCAVATION, SITE WORK OR CONSTRUCTION. OR n J ^' DIA DIAMETER PANEL SPOT 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE V SAS I TO I V DIM DIMENSION WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED ' I DWG DRAWING(S) ELEVATION OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. SQUARE MALL EA. EACH 7. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE SITE ADDRESS: EB. ELEVATION A REVISION WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ELEC. ELECTRICAL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS 9585 SW WASHINGTON SQ. RD. ELEV. ELEVATOR AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF PORTLAND, OR 97223 E.M.T. ELECTRICAL METALLIC TUBINGHL ND AL HAL GRID REFERENCE ACCORDANCE THEWORK. MECWITHANICAALL APAPLICABLEELECTRICMUNICIPAL ANDSYSTEMS SUTILITYLBE COMPANY IN ENG. ENGINEER0 SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND THESE DRAWINGS AND/OR THE ACCOMPANYING EQ. EQUAL APPLICABLE REGULATIONS. SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE EXP. EXPANSION X 8. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER EXIST. EXISTING XX DETAIL REFERENCE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SHALL RESTRICTED AND THEIR USEHAND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR EXT. EXTERIOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT FAP FIBER AGGREGATION POINT IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY F.F. FINISH FLOOR INCLUDING CONTACT AND COORDINATION WITH THE ATC SITE REPRESENTATIVE AND WRITTEN PERMISSION FROM AMERICAN TOWER FIN. FINISH(ED) iek ELEVATION REFERENCE WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. CORPORATION TITLE TO THESE PLANS AND/OR 9. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE SPECIFICATIONS SHALL REMAIN WITH AMERICAN FLR. FLOOR TOWER CORPORATION WITHOUT PREJUDICE AND APPROVED MATERIALS, PER PROPERTY OWNER APPROVAL. VISUAL CONTACT WITH THEM SHALL CONSTITUTE FT(') FOOT(FEET) 10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH OREGON SPECIALTY CODES PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE GA GAUGE REGARDING EARTHQUAKE PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR RESTRICTIONS. GI GALVANIZE(D) glk SECTION REFERENCE PARTITIONS AND MECHANICAL EQUIPMENT. ALL WORK MUST BE IN ACCORDANCE G..I. GROUND FAULT CIRCUIT INTERRUPTER Nitif WITH LOCAL EARTHQUAKE CODES AND REGULATIONS. GPS GLOBAL POSITIONING SYSTEM 11 . DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS GRND. GROUND MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. INFINIGY6 HT. HEIGHT APPROXIMATE OMNI 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING 1CGB. ISOLATED COPPER GROUND BUS Q ANTENNA UNIT LOCATIONFROM ZERO T O I N F I N I G Y IMPROVEMENTS, PAVING, CURBING, VEGETATION, GALVANIZED SURFACES, EXTERIOR IN(") INCH(ES) BUILDING WALL SURFACES, EXISTING ROOF TOP SURFACE/S, ETC. AND UPON the solutions are endless LB.(#) POUND(S) COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING L.F. LINEAR FEET (FOOT) 26455 Rancho Parkway South ( ) CONSTRUCTION TO THE SATISFACTION OF THE PROPERTY OWNER. Lake Forest, CA 92630 MGB. MASTER GROUND BAR/BUS APPROXIMATE 13. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, Office#(949) 753-8801 MAX. MAXIMUMO DIRECTIONAL ANTENNA RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. MECH. MECHANICAL LOCATION LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR JOB NUMBER: 346-032 MFR. MANUFACTURER SMUDGES OF ANY NATURE. MHUB MAIN HUB 14. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE MIN. MINIMUM APPROXIMATE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING MISC. MISCELLANEOUS Gill BI-DIRECTIONAL STANDARDS AND DETAILS. CONTRACTOR SHALL USE APPROVED PROPERTY OWNER ANTENNA LOCATION ROOFING CONTRACTOR. NO.(#) NUMBER 15. USE ONLY RJ-45 SHIELDED CONNECTORS. CATS TO BE TERMINATED AND TESTED TO N.T.S. NOT TO SCALE TIA/EIA 568-A STANDARDS Ratie O.C. ON CENTER STANDARD CIVIL NOTES: ' '• i 17 OMNI OMNIDIRECTIONAL ANTENNAPCS PERSONAL COMMUNICATION SERVICESC:::::t0 POWER SPLITTER 1 . ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE A4PLY. PLYWOOD STATEMENT OF WORK (SOW). -4^2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED l'<:',7'.7,_,.....57.7. 1P.S.F. POUNDS PER SQUARE FOOT 5. rfFROM THE SITE AND DISPOSED OF LEGALLY. f � �P.S.I. POUNDS PER SQUARE INCH „ CONCRETE 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE _� �,PWT. POWER (CABINET) - ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED QTY. QUANTITY FOR THE PROPER EXECUTION OF THE WORK SHALL BE RELOCATED AS DIRECTED BY THE 7' REGONRAD.(R) RADIUS �,'/• ,� CONCRETE BLOCK ATC SITE REPRESENTATIVE. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR O�RAU REMOTE ACCESS UNIT . l' �` C " WHEN EXCAVATING OR CORE DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL `fT ;3 , 'AREF. REFERENCEjJ////////////////i1 SHEETROCK PROVIDE SAFETY TRAINING FOR THE WORKING CREW. "`� 'REQ'D. REQUIRED 4. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH , i' ��-oRGS. RIGID GALVANIZED STEEL •r STEEL INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE SCH. SCHEDULE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE _ �,_ _ _ _ _ WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ATC SITE SHT. SHEET ,111—JE-1 t1 I ISI II I IfI I ISI I EARTH REPRESENTATIVE. SPEC. SPECIFICATION(S) ISSUED FOR: 100% CD SQ. SQUARE S.S. STAINLESS STEEL STANDARD STRUCTURAL STEEL NOTES: DRAWN BY: HL CHECKED BY: DMC STD. STANDARD ......................... TRUNK FIBER 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM DATE DRAWN: 05/19/2017 STL. STEEL A36 UNLESS NOTED OTHERWISE. STRUC. STRUCTURAL COMPOSITE CABLE SHEET TITLE: TEMP. TEMPORARY STANDARD CARRIER NOTES: TYP. TYPICAL COAXIAL CABLE GENERAL NOTES U.G. UNDER GROUND 1. AMERICAN TOWER CORPORATION (ATC) WILL NOT PROVIDE ANY CONDUIT TO THE TELCO U.L. UNDERWRITERS LABORATORYROOM FOR ANY CARRIER. LEGEND CAT-5 2. CARRIER WILL FOLLOW THE PROCEDURE OUTLINED IN THE ATC BASE TRANSCEIVER AND V.I.F. VERIFY IN FIELD STATION ROOM AND RULES DOCUMENT. THE ATC BTS ROOM AND RULES DOCUMENT ABBREVIATIONS W WIDE(WIDTH) PROVIDES FOR ALL CARRIERS THE AMERICAN TOWER CORPORATION IN-BUILDING ROOM W/ WITH SPECIFICATIONS AND CARRIER INSTALLATION PROCEDURES. W.P. WEATHERPROOF 3. CARRIER WILL COMPLETE THE AMERICAN TOWER CORPORATION BUILDING DIVISION WT. WEIGHT CARRIER APPLICATION (IN-BUILDING) PRIOR TO ANY IMPLEMENTATION IN THE ATC BTS SHEET NUMBER: REVISION NUMBER: ROOM. 1 ABBREVIATIONS 2 LEGEND 3 GENERAL NOTES T-2 _ SHEET INDEX DRAWING HISTORY SHEET TITLE DRAWN BY DATE REVISION DRAWING HISTORY COMMENTS DATE DRAWN BY T-1 TITLE PAGE HL 05/18/17 2 0 ISSUED FOR 95CD REVIEW 03/24/17 HL = -_ T-2 GENERAL NOTES, LEGEND AND ABBREVIATIONS HL 05/18/17 2 1 _ISSUED FOR 95CD REVIEW 04/24/17 HL T-3 SHEET INDEX, DRAWING HISTORY AND STRUCTURAL NOTES HL 05/18/17 2 2 ISSUED FOR 100CD 05/18/17 HL C-1 OVERALL SITE PLAN, ENLARGED SITE PLAN HL 05/18/17 2 C-2 EQUIPMENT LAYOUT HL 05/18/17 2 AMERICAN TOWER C-3 DETAILS HL 05/18/17 2 E-1 ELECTRICAL DETAILS HL 05/18/17 2 E-2 PANEL SCHEDULE & GROUNDING DETAILS HL 05/18/17 2 E-3 SITE GROUND LAYOUT & DETAILS HL 05/18/17 2 SITE NUMBER: _ 284615 SITE NAME: OR WASHINGTON SQUARE MALL SITE ADDRESS: 9585 SW WASHINGTON SQ. RD. PORTLAND, OR 97223 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE GE\ EAL STRUCTURAL NOTES: GE\ EAL VIISC. RESTRICTIONS. 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 1. CHECK CAREFULLY THE GENERAL NOTES IN ARCH DRAWING. BE THE SAME AS FOR OTHER SIMILAR WORK. CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR USE THOSE SPECIFICATIONS IF THEY ARE NOT MENTIONED CONDITIONS OF ALL WORK AND MATERIALS INCLUDING THOSE IN STRUC. DRAWINGS. BUT FOLLOW THE ITEMS IN STRUC. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL FURNISHED BY SUB-CONTRACTORS. STRUCTURAL ENGINEER OF DRAWINGS IF THEY ARE INCONSISTENT. I N FIN IGY8 NOTES. RECORD SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ECC., SHALL BE PLACED IN SLABS, 2. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN BEAMS, OR WALLS UNLESS SPECIFICALLYASES, SHOWN BOE NOTED,LACENOR SHALL ANY ACCORDANCE WITH 2014 OREGON CODES AS ADOPTED FROM ZERO TO INF h� GY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE BY CITY OF PORTLAND the solutions are endless NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF 3. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ANY ADDITIONAL PIPES, DUCTS, ETC. ON PLANS, SECTIONS AND DETAILS. 4. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE 26455 Rancho Parkway South 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY OVER GENERAL NOTES AND TYPICAL DETAILS. Lake Forest, CA 92630 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT 5. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE Office#(949)753-8801 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 6. OPENINGS, POCKETS, SLEEVES, ETC., SHALL NOT BE PLACED IN THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD A.T.C. AND THE ENGINEER SLABS, BEAMS, WALLS, COLUMNS AND FOOTINGS UNLESS JOB NUMBER: 346-032 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. FROM THE SOLE NEGLIGENCE OF A.T.C. OR THE ARCHITECT/ENGINEER. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. FRAMED FLOORSSEACHOR ROOF. LOADS SHALL NOT EXCEED DESIGN THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE LIVEHLOADS FOR PARTICULAR LEVEL. PROVIDE ADEQUATER ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS SHORING AND BRACING IF LOAD AINEXEDD DESIGN RELIVTLOAD OR DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY 8. THIS SET OF DRAWINGS REPRESENT THE FINISHED STRUCTURE, STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE METHOD OF CONSTRUCTION NOT NECESSARY INDICATED, THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS ,. s di 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ,�! NOT BE LIMITED TO BRACING, SHORING, SCAFFOLDING, ETC. i.,'' . et 0 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ` ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. -ALI. STUCTURA_ ST7=L s 8. IT SHALL BE THE TING itia UTILTES WHETHERSHOWNIHIE ILITY ONFOR NOT THE °AND TO PROTECT THEM FROM NTRACTOR TO LOCATE ALL SDAMAGE. f 87055 THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN . . i CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE 5-19- 17 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. FOLLOWING: A. ASTM A-572, GRADE 50 : ALL SHAPESOREGON / Q 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. B. ASTM A-307 : ALL BOLTS, UNO. C. ASTM A-500, GRADE B : ALL TUBES. +' �,L h Ne.. V 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, +� , D. ASTM A-36 : ANGLES, CHANNELS, ' i. ., •*: il,O f CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. PLATES AND MISC. �w '.'''4*,:-. 2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE �+�IA,r 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: WITH THE STANDARD PRACTICE OF THE AMERICAN INSTITUTE OF OF STEEL CONSTRUCTION SPECIFICATION LATEST EDITION. A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A 3. ALL STEEL FABRICATION SHALL BE PERFORMED IN A SHOP .. REGISTERED PROFESSIONAL ENGINEER. APPROVED BY THE CITY BUILDING DEPARTMENT. h 4. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS RENEWS.4 S: I - I i B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE UNLESS SPECIFICALLY DETAILED. THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES 5. ALL WELDING SHALL BE PERFORMED BY WELDERS HAVING SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CURRENT CERTIFICATE. WELDING SHALL BE ISSUED FOR: 100% CD CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND PERFORMEDRENTWELDINGING ELECTRIC ARC PROCESS IN THE BUILDING OFFICIAL. DRAWN BY: HL ACCORDANCE WITH THE APPLICABLE PORTION OF THE CODE FOR "ARC AND GAS WELDING IN BUILDING CHECKED BY: DMC C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY AS BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK AMENDED TO DATE. DATE DRAWN: 05/19/2017 REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE 6. ALL WELDING FOR BUILDINGS SHALL BE IN STRICT APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE CONFORMANCE WITH AWS CODE AS AMENDED TO DATE. SHEET TITLE: WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. 7. A WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS CODE. SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND OFTHE WPS 13. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION SHALL PINCLUDEE TBHETHE WELDNG"EER PARAMETERS°RD.RECOMMENDED SHEET INDEX, OR MATERIAL FABRICATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE BY THE ELECTRODE MANUFACTURER. DRAWING HISTORY ENGINEERS ATTENTION IMMEDIATELY. 8. FIELD WELDING IS DESIGNED FOR FULL STRESSES. 14. CONTRACTOR TO VERIFY ALL DIMENSIONS, MATERIALS ETC. WITH ARCHITECTURAL CONTINUOUS INSPECTION IS REQUIRED FOR MOMENT AND STRUCTURAL BEFORE CONSTRUCTION/FABRICATION CONNECTION. NOTES 9. ALL EXPOSED STRUCTURAL STEEL AND MISC. METAL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. SHEET NUMBER: REVISION NUMBER: 191-6" •aeelCsn k EQUIPMENT ROOM LOCATION: 1 • JCPenney ra ;;z,-, 21,535 SF .. G^n1.. W1CT Elk'1. Erfin Ile . APPROXIMATE L DCA TION OF ® .. : •:.! , ER LOCATED INSIDE EXISTING -- r �- -- , r -- --, PROPOSED ATC EQUIPMENT 1 8c2 - : NOTE: EXISTING INTERIOR WALLS, DOORS TO BE DEMOLISHED AMERICAN TOWER SITE NUMBER: 19'-6" 19'-6" 284615 SITE NAME: OR WASHINGTON SQUARE MALL SITE ADDRESS: EXISTING WALL CONTRACTOR TO UPGRADE EXISTING 9585 SW WASHINGTON SQ. RD. 77 SPRINKLER HEADS MOUNTED IN PORTLAND, OR 97223 EXISTING DROP CEILING. UPGRADE TO HIGH TEMP HEADS (TYP.) I— r — THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER FUTURE FUTURE FUTURE CORPORATION AND THEIR USE AND PUBLICATION CARRIER 'C' CARRIER 'D' CARRIER 'E' SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, 3X10 31401 3x10 PROPOSED 24" WIDE OVERHEAD REPRODUCTION OR PUBLICATION BY ANY METHOD, EQUIPMENT EQUIPMENT EQUIPMENT CABLE LADDER RACK. MOUNT IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY AREA AREA AREA TO PROPOSED SUSPENDED WRITTEN PERMISSION FROM AMERICAN TOWER 0 D UNISTRUT GRID SYSTEM.AIL CORPORATION TITLE TO THESE PLANS AND/OR 0 SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE 1117 PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. -I I— : : EXISTING CEILING LIGHT INFINIGY 8 FIXTURES TO REMAIN, FROM ZERO TO I N F I N I G Y FUTURE FUTURE -0, TYP. CARRIER 'B' CARRIER 'A' : : : : : the solutions are endless 3x10' 3'x10' : : : : : : 264L EQUIPMENT EQUIPMENT PROPOSED Rancho Parkway South AREA AREA AMERICAN : : : : _ : : : ; Lake Forest, CA 92630 Office#(949)753-8801 0 TOWER 30' © x1EQUIPMENT AREA JOB NUMBER: 346-032 J L J PROPOSED PANEL 'LA' (SEE ELECTRICAL PLANS) 4 ' PROPOSED ,/� f' DISCONNECT SWITCH . i ,iii11,4187055 _i 5-1 - l7 I OREGON / ct L EXISTING ROOM ACCESS DOOR d y' a. ��. Jf (CONTRACTOR TO REUSE EXISTING HANDLE ..T-•.�.,. WITH KEY PAD LOCK SYSTEM, REPROGRAM PROPOSED 4'X4' FIREPROOF RENEW : I .- 3 -II DOOR LOCK COMBINA 770N TO 8-5-2-2) PLYWOOD, 3/4" THICK TELCO BACKBOARD . ISSUED FOR: 100% CD DRAWN BY: HL CHECKED BY: DMC _ DATE DRAWN: 05/19/2017 4 ( 2PROPOSED EQUIPMENT ROOM CEILING P_AN SHEET TITLE: 40 (±)PROPOSEDEQUIPMENT ROOM FLOOR PLAN -- SCALE: AS NOTED SCALE: ASNOTED CALLED NORTH CALLED NORTH EQUIPMENT ROOM LAYOUT GRAPHIC SCALE: 6' 3' 0 3' 6' ■ • r • • liiiiii SHEET NUMBER: REVISION NUMBER: SCALE ( 11x17): 1 " = 6'-0" SCALE (22x34): 1 " = 3'-O" c.2 2 1/2" DIA. EXPANSION PROPOSED UNISTRUT EXISTING CONCRETE CEILING ANCHOR BOLTS (MIN. GRID SYSTEM MOUNTED 3" EMBEDMENT) TO EXISTING CEILING ti AMERICAN TOWER / � P//./ /K ///,%, �/,7/, /� / / /////� /. T iii ml 1 - 11 / I I I I( 1 I SITE NUMBER: PROPOSED CEILING 1 I I I I L J I 284615 HANGING KIT, SITE PRO 1 LA MODEL #: CR-HANG58 PROVIDE THRU HOLES IN Y OR APPROVED EQUAL 77 EXISTING CEILING TILES. THRU <w ¢ SITE NAME: HOLES SHALL BE SNUG FIT o o LENGTH AS REQUIRED EXISTING WALL OR WASHINGTON AROUND ALL THREADED ROD I o ao UNISTRUT P1000 © 4` O.C. EXISTING DROP CEILING Li.' II MAX. ATTACH WITH 3/8" SQUARE MALL © +10' A.F.F. .6 DIA HILTI HVA ANCHOR oo y_ WITH 1" MIN. EMBEDMENT SITE ADDRESS: ct cn 9585 SW WASHINGTON SQ. RD. Q PORTLAND, OR 97223 CABLE SUPPORT (TYP.) "' 4 BY COOPER B-LINE OR �1.3�- APPROVED EQUAL, SIZE �� 5/8" THREADED / W PER PLAN SHEET , UNISTRUT FASTENING 4 4�u1 ROD EVERY 36" O.C. 1'1000 UNISTRUT HARDWARE TYPE TO BE 1%..i THESE DRAWINGS AND/OR THE ACCOMPANYING IT 1 I I I I I BASED ON EXISTING CEILING CONDUIT (TYP.). DIAMETER SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE 1' '� ti - CONDUIT TYP. CONSTRUCTION (TYP.) OF CONDUIT VARIES. THE EXCLUSIVE PROPERTY OF AMERICAN TOWER (TYP.) a CORPORATION AND THEIR USE AND PUBLICATION CONDUIT CLAMP (CONTRACTOR TO ° SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR NOTE: SELECT APPROPRIATE HANGER WHICH THEY ARE PREPARED. REUSE, P1000 UNISTRUT TO BE SPACED @ 4'-0" O.C. BASED ON COAX DIAMETER) CABLE HANGER (CONTRACTOR TO REPRODUCTION OR PUBLICATION BY ANY METHOD, 1 % HANGER BRACKET (TYP) \�',` MAX. HORIZONTALLY ALONG CONDUIT RUN. d° SELECT APPROPRIATE HANGER IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY J I l I 1 BASED ON COAX DIAMETER) WRITTEN PERMISSION FROM AMERICAN TOWER LOCK LJ 1 CORPORATION TITLE TO THESE PLANS AND/OR WASHER SPECIFICATIONS SHALL REMAIN WITH AMERICAN CEILING MOUNT WALL MOUNT TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ( 1 CABLE SUPPORT MOUNTING DETAIL \ __ / NOTTO SCALE IN FII\IIGY8 2 TYPICAL CONDUIT SUPPORT WALL/CEILING MOUNT ` -- NOT TO SCALE FROM ZERO TO I N F I N I G Y Tubular Stringer Style - 11/27 the solutions are endless 26455 Rancho Parkway South • 1/2" asp')x 1" (25mi )steel channel 1°lded rung'. Lake Forest, CA 92630 • Yellow Zinc Die l le 7«I.Cid' Office#(949)753-8801 ■ Mesial: ASTM A513 steel tube , ! Finish Yellow Zinc Dichromate (Y!r])I Stringer Telco Gray Powder Coat (TG), WALL ASSEMBLY -- THE 1 OR 2 HR. FIRE RATED GYPSUM WALLBOARD/STUD JOB NUMBER: 346-032 Flat Mach Powder Coat ) or WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE Computer White Ponder Coat (CW) Rung MANNER DESCRIBED IN THE INDIVIDUAL U400 SERIES WALL OR PARTITION FIRESTOP SYSTEM - GYPSUM WALLBOARD - TWO LAYERS OF 5/8" ;� DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE THICK WALLBOARD CUT TO FIT THE CONTOUR OF THE THROUGH FOLLOWING: PENETRANTS ON BOTH SURFACES OF THE WALL. THE ANNULAR / � STUDS - WALL FRAMING SHALL CONSIST OF MIN, 3 5/8" WIDE STEEL SPACE BETWEEN THE THROUGH PENETRANTS AND THE CUT-OUTS 9" CHANNEL STUDS SPACED MAX. 24" O.C. OF THE GYPSUM WALLBOARD SHALL BE A MIN. OF 1/4" TO A MAX. 1 s� ��„ I , ,' WALLBOARD GYPSUM - 5/8" THICK, 4 FT. WIDE WITH SQUARE OR TAPERED �� 3/8 GYPSUM WALLBOARD SHALL EXTEND A MIN. OF 2" BEYOND 4 ,t EDGES. THE GYPSUM WALL BOARD TYPE, THICKNESS, NUMBER OF LAYERS, THE PERIPHERY OF THE OPENING ON BOTH SURFACES OF THE • its 41* „ „,...,,,,,,- '44,� FASTENER TYPES AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE WALL. PRIOR TO SECURING THE GYPSUM WALLBOARD TO BOTH qt, 3 e ' 11 8 , ' , ' ``�:�. � 119,- * 191/2" INDIVIDUAL U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. j- SURFACES OF THE WALL, A MIN. 1/2" THICKNESS OF FILL MATERIAL',' 5"" MAX. AREA OF OPENING IS 66 SQ. IN. WITH A MAX. DIMENSION OF 22". IS TO BE APPLIED WITHIN THE JOINTS OF EACH LAYER OF GYPSUMa#e;gar runuray paz,s see THE HOURLY F RATINGS OF THE FIRESTOP SYSTEM ARE DEPENDENT ON THE WALLBOARD. ON BOTH SURFACES OF THE WALL, EACH LAYER OFtpages 244 &241 l HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. rGYPSUM WALLBOARD SHALL BE SECUREp TO WALL BY MEANS OF 1 ''1147 ' 1/4" LONG TYPE G STEEL SCREWS SPACED 6" O.C. "0. 87055 'I IE 5-19- 17 ,„,IL3 tOrsnrier 'Sp I.Cliid De tctiCi] AI `#_'t'.,,^' x y P I =-4;r ' �E g_i —V OREGON 4 Q [Inti}�t?r7irT�r'ntiinel '�ali'il�fic�r Ft. t'=i r_t,. f i. tr. n,) 0 40 tn2(258 ane) 1 a s" 4 11221 149_ {2174) 0.0418 n � • d `':(3 Q '�'� Aw e i � ? t Area- .210 int{1.35=2) ] IL c.-/A,.1. J r 11/2,, 6 Ea{y 66 (963) 0.©08'G9`j` Sx - .066 in3 ii.08 airs .{/�y\J d a_Iw L.T iO fto=`o pg ff `qtr '� rI \ S (2. (54� 0.0281 be m .050 in4(2.08 orifi -.-iT- A 1 SB-17 Tubular - x1/2-pan* Steri ers THROUGH PENETRANT '�ONE OR MORE CONDUITS TO BE INSTALLED —Po-�____ I , FIRESTOP MATERIAL - FILL, VOID OR CAVITY MATERIAL-SEALANT - NBjtVSM ' ` -- 3 1j WITHIN THE OPENING. THE SPACE BETWEEN CONDUITS SHALL BE A ON BOTH SURFACES OF THE WALL, A MIN. 1/2" THICKNESS OF FILL ISSUED FOR: 100% CD t':rri Nnrnb r _.V. IA kith Ll. i31�t MIN. OF 1/2" TO A MAX. OF 1". THE SPACE BETWEEN CONDUITS MATERIAL APPLIED WITHIN THE JOINTS OF EACH LAYER OF GYPSUM hr i'mm' �.r�. 00t WALLBOARD. AFTER INSTALLATION OF BOTH LAYERS OF GYPSUM DRAWN BY: HL AND PERIPHERY OF OPENING SHALL BE A MIN. 0" (POINT CONTACT) 4" (102) 17.3 (78) WALLBOARD, 1" THICKNESS OF FILL MATERIAL APPLIED WITHIN TO MAX. 1 1/4". CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH CHECKED BY: DMC �. ` - ei�;i�:?'.x _� f ANNULAR SPACE BETWEEN THE CUT-OUTS OF THE GYPSUM SIDES OF WALL ASSEMBLY. NOM. 2" DIAMETER (OR SMALLER) WALLBOARD AND THE PENETRATING ITEMS. ADDITIONAL FILL DATE DRAWN: 05/19/2017 -- 6" (1521 5x ELECTRICAL METALLIC TUBING OR GALVANIZED STEEL CONDUIT. A ; kd'l _ t : F qr MATERIAL TO BE INSTALLED SUCH THAT A MIN. 1/4" THICK CROWN (1°-5 S Y S T E V W L 1 0 9 3 O FILL MATERIAL APPLIED AROUND THE OUTER CIRCUMFERENCE OF SHEET TITLE: J �.y �. �._. ��.� }� � �� ,���� ,����� THE THROUGH PENETRANTS ON BOTH SURFACES OF WALL. & u F /� SPECIFIED TECHNOLOGIES INC. - LC150, 151, 152 OR 155 SEALANT. 1$° 057) .274 n12A) 2I I Y1 'ate'" gran^ W�`,v i�P 66'+r,�vx 1T1yy`r s RTM 24" (`� 317 1134 DETAILS l F y� y y�� �G 3;. .�adu}!J-W l'M�.:C-.i.-�'i.. k'.-,AS. :x�.'. 36M (914) 40A FIRE RATED PENETRATION — MULTIPLE 3 METALLIC CONDUIIT AT GYPSUM BOARD WALL -- NOT TO SCALE SHEET NUMBER: REVISION NUMBER: \ CABLE SUPPORT SPECIFICATION — NOT TO SCALE 2c-3 SYMBOL DUPLEX RECEPTACLE B1-LEVEL SWITCH _ 2x4' PROTECTED FLUORESCENT FIXTURE 120V, 2/32W, T8 AMERICAN TOWER EXIT 10. ILLUMINATED SIGN WITH BATTERY LIGHTS SITE NUMBER: 284615 (E) SWITCHGEAR IN UTILITY ROOM — i — . � . _ . — — . — . — . _ I Q LA-50 SITE NAME: 120/24OV 2600A LA-5 OR WASHINGTON I I M M M �Ml REUSE A IS PACE TI ITY CO. I SQUARE ; ) i 120/24OV, 3P, 200A MALL EXISTING CEILING LIGHT SITE ADDRESS: �3p FIXTURES TO REMAIN, I I 200A LA-3 LA-3 TYP. 9585 SW WASHINGTON SQ. RD. I I I PORTLAND, OR 97223 (E) INCOMING SERVICES — — LI J O THESE DRAWINGS AND/OR THE ACCOMPANYING O LA-5 SPECIFICATION AS INSTRUMENTS OF SERVICE,ARE (E) LA-5 THE EXCLUSIVE PROPERTY OF AMERICAN TOWER "w v v CORPORATION AND THEIR USE AND PUBLICATION `�• TO (E) LOADS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUEREPRODUCTION OR PUBLICATION BY ANY METHOD, LA-3 LA-3 IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY TELCO BACKBOARD WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE PROPOSED PANEL 'LA' RESTRICTIONS. O LA-5 PROPOSED LA-5 DISCONNECT SWITCH 2"C (EMT) - 4 #3/0 + 1 #4 GND. LA-1 I N FIN IGY8 APPROX. 50 FT EXIT S s , , FROM ZERO TO INFINIGY the solutions are endless 26455 Rancho Parkway South EXISTING SWITCH Lake Forest, CA 92630 1LIGHTING/RECEPTACLE PLAN Office#(949) 753-8801 — SCALE: NOT TO SCALE • (N) DIS SWITCH, 240V, 3P/200A JOB NUMBER: 346-032 NEMA 1 LOCATED IN EQUIP ROOM PANEL 'LA' LOCATED IN EQUIPMENT ROOM ') MAIN CB JP/200A - - s rt ,,,,/ . ‹,,,y4„:._ _461, , 1i WI 4 s. /15 87055 f LOAD CENTER f SURGE 208/120V, 30, 4W, 5 . - 17 SUPPRESSOR 200A OREGON I Q .4, '. ? 3 7p � - REFER TO PANEL 'LA' SCHEDULE ON SHEET E-2 RENEWS: 1 , 3 -1 ; f ISSUED FOR: 100% CD AIL ONE-LINE DIAGRAM DRAWN BY: HL Mlir SCALE: NOT TO SCALE CHECKED BY: DMC DATE DRAWN: 05/19/2017 SHEET TITLE: ELECTRICAL DETAILS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SHEET NUMBER: REVISION NUMBER: Ei„,„ 1 2 A NOTE: VOLTAGE 120/240V, 30, 4W, 200A 42 KAIC NEMA: t - INFINIGY ENGINEERING HAS NOT CONDUCTED AN MAIN CB: A PANEL 'LA' LOCATION: IN EQUIPMENT ROOM ELECTRICAL LOAD STUDY FOR THIS SITE. BUS: 200A ~_ CONTRACTOR IS TO VERIFY EXISTING ELECTRICAL CKT CKT BKR DESCRIPTION LOAD PER PHASE DESCRIPTION CKT BKR CKT LOADS PRIOR TO CONSTRUCTION TO ENSURE THERE NO. AMPS POLES L1 L2 L3 LCL L1 L2 L3 POLES AMPS NO. -_ IS AMPLE SERVICE AVAILABLE TO ACCOMMODATE THE 1 20 1 EXIT LIGHT 50 - _ _ _ _ SURGE 3 30 2 EXISTING AND PROPOSED EQUIPMENT. _ SUPPRESSOR 3 20 1 LIGHTING - 256 - - - - - - - 4 AMERICAN TOWER 5 20 1 RECEPTACLES - - 1080 - - - - - - 6 NOTE: 7 SPACE _ SPACE 8 CONTRACTOR IS TO ENSURE THE 9 10 INSTALLATION INSTRUCTIONS FOR EACH _11 - 12 2 SITE NUMBER: CCABINET ARE FOLLOWED AND THAT THE 13 14 284615 MANUFACTURER'S REQUIREMENTS ARE MET. - t 15 16 _ �Utprrrav{,rtere� 17 0 _ 18 �'C�,,, 7/16" i' -3/4' '/'�'r`° SITE NAME: "�tIrf 2' 0 0 0 0 (�� 19 20 �rrrry ° L. OR WASHINGTON (�rrrtettrrs -- ° 0 ° 0 0 21 _ 22 ii —'"' • 0 0 ° 0 0-�0 ° 0 23 24 0 ���° o SQUARE MALL 25 _ , _ _ 26 / ° 0 SITE ADDRESS: 27 ' ' 28 t' 1„_ 9585 SW WASHINGTON SQ. RD. 29 30 LEGEND PORTLAND, OR 97223 31 32 33 34 1. TINNED COPPER GROUND BAR, 1/4"x4"x20", NEWTON INSTRUMENT CO., HARGER TGBI14420M, OR EQUIVALENT. HOLE CENTERS TO MATCH 35 36 2. NEMA DOUBLE LUG CONFIGURATION. THESE DRAWINGS AND/OR THE ACCOMPANYING 37 -- 38 3. INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. 3061-4 OR HARGER EQUIVALENT. SPECIFICATION AS INSTRUMENTS OF SERVICE,ARE 3940 4. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUIVALENT. THE EXCLUSIVE PROPERTY OF AMERICAN TOWER 5. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR HARGER CORPORATION AND THEIR USE AND PUBLICATION 41 42 SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR TOTAL 770 256 1080 0 0 0 TOTAL EQUIVALENT. WHICH THEY ARE PREPARED. REUSE, . 6. 5/8-11%1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR HARGER REPRODUCTION OR PUBLICATION BY ANY METHOD, TOTAL CONNECTED LOADS: 2,106 VA EQUIVALENT. IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY TOTAL AMPS: 17.55 A NOTE WRITTEN PERMISSION FROM AMERICAN TOWER 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6", 12", 18", ETC. GROUND BARS. CORPORATION I SISH LL THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN 2) ENTIRE ASSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT. NO. 2106060010 TOWER CORPORATION WITHOUT PREJUDICE AND OR AS HARGER TGBI14420M. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE 1( PANEL SCHEDULE GROUND BAR RESTRICTIONS. -- SCALE: NOT TO SCALE #6CABAWGLEGROUND FROM ANTENNA TIN COATED - SOLID COPPER BUSS VS FLAT WASHER (TYP.) BAR PER ATC SPECIFICATIONS INFINIGY8 2 HOLE, LONG BARREL TINNED S/S BOLT (TYP.) _ . _ _ SOLID COPPER LUG (TYP.) 7 GROUND BAR TO BE — — _ _ — / MOUNTED ON WALL ORFROM ZERO TO INFINIGY NOTE: MINIMUM OF / ON ANTENNA TOWER the solutions are endless 3 THREADS TO BE / ///./ ���� VISIBLE (TYP.) / e 26455 Rancho Parkway South A 92630 I _ /,• / cM,0000 �J Office#(949)Lake Forest, 753 8801 i!'► / 00 ® 000 000000 -- / c <o) C! JOB NUMBER: 346-032 S/S FLAT WASHER (TYP.) )— / t TINNED, SOLID COPPER / BUSS BAR, HARGER IL - a / TGBI14420M GROUND im / BAR OR EQUIVALENT TWO HOLE LUG, TO — S jS NU 3 THREADS MIN. BE USED TO CONNECT MUST SHOW4 S/S NUT (TYP.) f //,/// TO GROUND SYSTEM S/S SPLIT LABEL SjS SPLIT WASHER (TYP.) % NOTE: WASHER / CONTRACTOR TO UTILIZE KORP-SHIELD (THOMAS & BETTS) ` c3 ' +R S/S FLAT WASHER (' T, - �i OR EQUIVALENT ON ALL LUG CONNECTIONS ff„ -- U CHERRY INSULATOR INSTALLED IF ANTENNA GROUND BAR 1 = REQUIRED PER ATC SPECIFICATIONS i i NOTE: r / _ , DO NOT 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. iscaNNEc II 2) COAT WIRE END WITH ANTI-OXIDATION COMPOUND PRIOR TO INSERTION _ ,. I 111` ] IIIA 37055,TINNED INTO LUG BARREL AND CRIMPING. i17 COPPER BUSS DO NOT 3) APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS OREO S/S FLAT WASHER DISCONNECT" TAG PRIOR TO MATING AND BOLTING. Vii.4,...):':TN t... 3 � / ON ALL GROUND S/S BOLT (1 OF BAR INTERCONNECTS GROUND LUG ([ , L:.v•— ,,. 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING BELLEVILLES. COAT ALL SURFACES WITH ANTI OXIDATION —..r,—..." COMPOUND BEFORE MATING. RENEWS: 1 , - ✓ loli 2. ALL EXPOSED, EASILY ACCESSIBLE GROUND BARS SHALL BE ISSUED FOR: 100% CD TAGGED "DO NOT DISCONNECT" DRAWN BY: HL 3. COAT ALL BARRELS WITH ANTI—OXIDATION COMPOUND CHECKED BY: DMC BEFORE CRIMPING. DATE DRAWN: 05/19/2017 SHEET TITLE: A, LUG DETAIL 3MASTER GROUND BAR IIIVSCALE: NOT TO SCALE \__/SCALE: NOT TO SCALE PANEL SCHEDULE & GROUNDING DETAILS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SHEET NUMBER: REVISION NUMBER: CODED NOTES: o 2 * CABLE LADDER MASTER GROUND BAR NOTES: r - 9 - 0 IF 7 --N, A WG2 INSULATED COPPER GROUND WIRE (HALO GROUND) 1. _ ORDER FROM: TESSCO MASTER GROUND BAR ^� -I j 1P/N: 96070 AMERICAN TOWER cD . MANUFACTURER: HARGER 0 0 POWER PANEL 'LA' MANUFACTURER P/N: GB114412PCS1GB DISCONNECT SWITCH0 17 I DESCRIPTION: - I 1/4%4%12" COPPER GROUND BAR 27 PRE-DRILLED HOLES. SITE NUMBER: I THREE HORIZONTAL ROWS AND 9 VERTICAL COLUMNS. COLUMNS (6N7 DOOR GROUNDING I : : I ALTERNATE BETWEEN 7/16" AND 5/16" DIA. HOLES, SPACE 1" 284615 j I : APART. (OR EQUIVALENT) n TELCO BACKBOARD : I : : I : SITE NAME: G) \ ADDITIONAL NOTES: AWc2 IN 3f4" c (EMT) CONNECTED I 1 1 7 GROUND BAR MUST BE AN ISOLATED GROUND. OR WAS H I N GTO N 8n TO (E) BUILDING SERWCE GROUND OR BUILDING STEEL I t-- _ SQUARE MALL I I SITE ADDRESS: -- --�--� 9585 SW WASHINGTON SQ. RD. u I _ C.' 0 PORTLAND, OR 97223 { 0 7 THESE DRAWINGS AND/OR THE ACCOMPANYING I SPECIFICATION AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION 0 SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, (.7: IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY o- O0 WRITTEN PERMISSION FROM AMERICAN TOWER CCORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND 0 : 0 : : VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE — L--e__J - c RESTRICTIONS. G) 0 INFINIGY8 L .� 7N1—\\ . 7 G G G FROM ZERO TO INFINIGY J the solutions are endless -�� I I 26455 Rancho Parkway South .1.(j (8) Lake Forest, CA 92630 QO 0 ` Office#(949) 753-8801 Ti , SYMBOL GRAPHIC SCALE: JOB NUMBER: 346-032 * CONNECT PER 6' 3' 0 3' 6' MANUFACTURER SPECS • • s MECHANICAL CONNECTION � ■ ‘..1) GROUND BAR 1 EQUIPMENT GROUNDING P_AN SCALE (iix17): 1 " = 6'-0" \_._/SCALE: AS NOTED ,_ „ SCALE (22x34): 1 " = 3 0 CALLED NORTH ft40.461_ ‘ ' ( , 111"0. ,/.0_,,, ' GROUND CONNECTOR 87055 4 l'\iii EXISTING BUILDING STEEL EXISTING BUILDING STEEL 5 !'� . I 7 "YiOREGON LIQ . REMOVE ANY PAINT OR .. �t', `+./ IMPEDIMENTS FROM . �. '��}� r � � , r BUILDING STEEL REMOVE ANY PAINT OR I`��`7 "}�z �- � /' �r ,.S IMPEDIMENTS FROM o y' NM L'%'--- , REMOVE ANY PAINT OR BUILDING STEEL ti • l I 11 IMPEDIMENTS FROM _..+ j BUILDING STEEL _...... 1RENEWS: i e'ff 3 -sq I - ISSUED FOR: 100% CD it 1011 *Si ''''-.... - 'II ,..0 t% '#� DRAWN BY: HL -i;.► It CHECKED BY: DMC ADATE DRAWN: 05/19/2017 SHEET TITLE: GROUND CONNECTOR REFERENCE ONLY PROVIDE TWO POINTS OF CONNECTION TO BUILDING NOT APPROVED WITH THIS PERMIT STEEL MECHANICAL TYPE WELD TYPE SITE GROUNDING LAYOUT & DETAILS 2ACCEPTABLE BUILDING STEEL GROUNDING CONNECTIONS -- NOT TO SCALE SHEET NUMBER: REVISION NUMBER: