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Plans (81) Know what's below. 0 8 T ❑ E � T , Call 811 before you di ❑ Clt °Q ®/ g� 1 r "r A p,,,,:...,,.. ! I �a.1 4 p i AT LEAST THREE WORKING DAYS BEFORE DIGGING _._;. COPY.PCE p1 �_� � F)i ''r° ) B THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY&CONFIDENTIAL TO T-MOBILE ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO CITY OF TIGARD P O 013 7 6AREN T-MOBILE IS STRICTLY PROHIBITED REVIEWED FOR CODE COMPLIANCE I Approved: ] smart OTC: CARMAN DRIVE Permit#: (2),,c).101 A-coo 2J 9 Address: 337 �A,,, �N� 7337 SW KABLE LN CITY ®F TIGARD Suite#: TIGARD, OR 97224 A roved b Planning I N F I N I G Y OFFICE COPYApproved $y; Date: • yo_], WASHINGTON COUNTY Date. ��'�f FROM ZERO TO INFINIGY Jl- the solutions are endless P001376A_Carman Drive_NSB-CeII-Split_RFCD_Smartlink_02.15.19 Initials: _.�._,_"_-_�. _._.. 50 116TH AUE ESUITE ,WA so 4210 PROJECT TEAM PROJECT SUMMARY VICINITY MAP SHEET DESCRIPTION 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS PLANNING LESSEE ur. T-1 TITLE SHEET 5 217/18 REVISED 100%CONSTRUCTION DRAWINGS T-2 SPECIFICATIONS&NOTES 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS COMPANY SMARTLINK,LLC COMPANY. T-MOBILE - V ` T-3 SPECIFICATIONS&NOTES ADDRESS: ADDRESS' 8960 NE ALDERWOOD RD CITY,STATE,ZIP CITY.STATE,ZIP PORTLAND,OR 97220 4, 01-1,,,(,„ SV-1 SITE SURVEY 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS CONTACTSARA MITCHELL PHONE: (503)816-5490 9 Trsue°.106 s A-1 OVERALL SITE PLAN 2 05/15/18 100%CONSTRUCTION DRAWINGS E-MAIL sara.mttchell@smartlinkllacom "`rt A-2 ENLARGED PLANS SITE ACQUISITION APPLICANTS REPRESENTATIVE A-3 NORTH ELEVATIONS 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS COMPANY. SMARTLINK,LLC COMPANY: SMARTLINK LLC SITE A-0 ANTENNA PLAN&RF SCHEDULE 0 04/26/18 90%CONSTRUCTION DRAWINGS ADDRESS: ADDRESS: 1410E 9TH ST A-4.1 RF PLUMBING DIAGRAM CITY,STATE,ZIP: CITY,STATE,ZIP: NEWBERG,OR 97132 REV. DATE REVISION DESCRIPTION CONTACT. SARA MITCHELL CONTACT: SARA TREBER - r.H;t:,3-140,9 A-5 EQUIPMENT DETAILS PHONE (503)816-5490 PHONE' (503)816-5490 kZ AE EQUIPMENT DETAILS E-MAIL: sara.m4chell/smartlinklIc.com E-MAIL: sara.treber@smarthnklIc.com O .7:r I u Fara n! DRAWN BY: TJB CHECKED BV' PD % A-7 EQUIPMENT DETAILS PROFESSIONAL OF RECORD PROPERTY OWNER: A-B FENCE DETAILS COMPANY. INFINIGY ENGINEERING COMPANY TILLAMOOK LIGHT,LLC E-1 UTILITY ROUTING PLAN&DETAILS ADDRESS' 50 116TH AVE SE,SUITE 210 ADDRESS: 7337 SW KABLE LN .,";40 ;}@' CITY,STATE,ZIP: BELLEVUE WA 98004 CITY,STATE,ZIP: TIGARD.OR 97224 G-1 SCHEMATIC GROUNDING PLAN&NOTES '" b+ CONTACT: PAUL DANNEBERG PHONE (425)201-4215 x1603 G-2 GROUNDING DETAILS y' C {1 '�,� E-MAIL: pdanneberg@infin0y.com ° a �a .., q..+r,� 1 5,. PROJECT SURVEYOR CONSTRUCTION MANAGER 7< 93i E �- COMPANY: AMBIT CONSULTING COMPANY: SMARTLINK,LLC u ADDRESS: 245 ST HELENS AVE,SUITE 3A ADDRESS' CITY,STATE,ZIP: TACOMA,WA 98402-2519 CITY,STATE,ZIP CONTACT. SCEAN RIPLEY • CONTACT: CHAD LUNO PHONE: (253)314-2452 PHONE: (503)505.2515rkc'.2.t e, 2�25�19 �, E-MAIL: sceannpleyeambitconsufting.us E-MAIL. chad.lund@smaNinklIc.com -.0 + tG.7�:Y Fj� TOWER OWNER: NOT TO SCALE ' fi�f �, / COMPANY. VERIZON IMAGE SOURCE:GOGGLE MAPS 43� t„ l,' a, ADDRESS: 3202 MOURFIELD RD ol� CITY,STATE,ZIP. STOCKTON,CA 95206 1'_ pp x+^� CONTACT SUE HARDY PHONE: (707)330-5289 {r IPMAT+ I.�ATE-4_" DRIVING DIRECTIONS I :g ,k) PROPERTY INFORMATION: FROM T-MOBILE OFFICE(8960 NE ALDERWOOD RD,PORTLAND,OR 97220): LEGAL DESCRIPTION' SEE SHEET SV-1 HEAD SOUTHEAST ON NE ALDERWOOD RD TOWARD ALDERWOOD TRAIL 0.1 M TURN RIGHT ONTO NE 92ND DR 0.5 M APN. 2S112DB00400 NE 92ND DR TURNS RIGHT AND BECOMES NE COLUMBIA BLVD 0.3 M PROJECT INFORMATION: TURN LEFT ONTO NE COLUMBIA PKWY S BLVD 0.2 M COUNTY: WASHINGTON USE ANY LANE TO TURN LEFT ONTO NE KILLINGSWORTH ST 0.4 M P001376A SIGNATURE BLOCK JURISDICTION CITY OF TIGARD TURN RIGHT ONTO THE 1-205 S RAMP TO 1-84/OREGON CITY/SALEM 0.2 M MERGE ONTO 1-205 S 1.7 M TAKE EXIT 21B TO MERGE ONTO 1-84 W/US-30 W TOWARD PORTLAND 5.4 M CARMAN DRIVE CURRENT ZONING' M1 USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD SALEM 0.4M THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH CONSTRUCTION AS DESCRIBED HEREIN.ALL MERGE ONTO ISS 1 M - KEEP RIGHT AT THE FORK TO STAY ON I-5 S,FOLLOW SIGNS FOR 1-5 S/SALEM 8,8 M 7337 SW KABLE LN CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT &ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSED CONSTRUCTION INFORMATION: USE THE RIGHT 2 LANES TO TAKE EXIT 291 FOR CARMAN DR TOWARD KING CITY 0.2 M AREA OF CONSTRUCTION' EQUIPMENT&ANTENNA AREA:1105 SQ.FT. USE THE RIGHT 2 LANES TO TURN RIGHT ONTO SW UPPER SOONES FERRY RD 0.2 M TIGARD, OR 97224 TURN RIGHT ONTO SW 72ND AVE 0.2 M TOTAL ACREAGE 16.74 ACRES TURN LEFT ONTO SW KABLE LN 459 FT DESTINATION WILL BE ON THE RIGHT CODE COMPLIANCE WASHINGTON COUNTY DISCIPLINE: SIGNATURE: DATE TYPE OF CONSTRUCTION II-B 7337 SW KABLE LN,TIGARD,OR 97224 SITE ACQUISITION MANAGER' OCCUPANCY GROUP: U ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING CONSTRUCTION MANAGER. SEISMIC DESIGN CATEGORY: D AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT PROJECT DESCRIPTION CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. SHEET TITLE' RF ENGINEER: PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY 1. 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 2 2014 OREGON MECHANICAL SPECIALTY CODE(GMSC) TITLE HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN T-MOBILE PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS FACILITY 3. 2014 OREGON FIRE CODE(OPSC) PARABOLIC: HABITATION.HANDICAPPED ACCESS NOT REQUIRED. CONSISTING OF(6)PANEL ANTENNAS(2 PER SECTOR),(4)RRU'S,&(1)COVP ON AN EXISTING 4. 2017 OREGON PLUMBING SPECIALTY CODE(OFC) SHEET MONOPOLE.AND(2)EQUIPMENT CABINETS ON A NEW CONCRETE PAD,(1)COVP,(1)GPS 5. 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) TELCO COORDINATOR LAT/LONG COORDINATES: ANTENNA,AN ICE BRIDGE.AND A UTILITY H-FRAME,ALL WITHIN AN EXPANDED FENCED 6. 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) COMPOUND.WITH CABLING AS NEEDED. 7. TIA-EIA-222-G OR LATEST EDITION EQUIPMENT COORDINATOR: LATITUDE(NAD'83): 45°24'37,46"N(45.410406°) 8. ASCE 7-10 SHEET NUMBER: REV.: 9. NFPA 780-LIGHTNING PROTECTION CODE LONGITUDE(NAD'83)' 122°45'06.54"W(-122.751811) 10. LIFE SAFETY CODE NEPA-101 PROJECT ADMINISTRATOR' 11. LOCAL AMENDMENTS TO THE ABOVE,WHERE APPLICABLE - ELEVATION{NAVD'55) 149.3'AMSL 12. CITY/COUNTY ORDINANCES&ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES.MOST RECENT EDITION WO ADMINISTRATOR: 6 A. GENERAL C. COATING SYSTEM SPECIFICATIONS 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF 12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED ARCHITECTS DOCUMENT A201"GENERAL CONDITIONS OF SUPERVISION AND DIRECT ALL WORK WHILE ANY PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS 1. DTM ACRYLIC COATING(SERIES B66)BY SHERWIN THE CONTRACT FOR CONSTRUCTION"ARE INCLUDED IN SUBCONTRACTORS OR WORKERS ARE ONSITE,USING A PLAN BOX AND SHALL NOT BE USED BY WORKERS.ALL UNLESS SPECIFICALLY NOTED OTHERWISE BY T-MOBILE. WILLIAMS CO.1MIL DFT PER COAT APPLIED IN TWO THESE SPECIFICATIONS AS IF COMPLETELY HIS OR HER BEST SKILL AND ATTENTION.THE CONSTRUCTION SETS SHALL REFLECT THE SAMET e COATS OVER DTM BONDING PRIMER(666A50). REPRODUCED HEREIN. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND CONSTRUCTION MEANS,METHODS,TECHNIQUES, IN GOOD CONDITION,ONE COMPLETE SET OF PLANS APPLY ALL FINISHES PER LATEST EDITION OF 2. 100%ACRYLIC,LATEX COATING EQUIVALENT TO A-100 2. THIS FACILITY IS AN UNOCCUPIED PCS PROCEDURES,SEQUENCES,AND COORDINATION OF ALL WITH ALL REVISIONS,ADDENDA AND CHANGE ORDERS MANUFACTURERS SPECIFICATIONS. (SERIES A-82)BY SHERWIN WILLIAMS CO.1 MIL DFT PER TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA PORTIONS OF THE CONTRACTED WORK. ON THE PREMISES AT ALL TIMES.THESE ARE TO BE COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. ACCESS REQUIREMENTS. UNDER THE CARE OF THE CONSTRUCTION 3. COMPLY WITH MANUFACTURERS WRITTEN 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST SUPERINTENDENT. THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME D. PAINT&PRIMER 3. PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS QUALITY OF THE TRADE INVOLVED,AND SHALL MEET OR PROPRIETARY 8 CONFIDENTIAL TO T-MOBILE BETWEEN COATS WITH PROVISIONS AS RECOMMENDED PARTICIPATING SHALL VISIT THE JOB SITE WITH THE EXCEED THE FOLLOWING MINIMUM REFERENCE 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO BY MANUFACTURER FOR EXISTING WEATHER ANTENNAS CONSTRUCTION AND CONTRACT DOCUMENTS TO STANDARDS FOR QUALITY AND PROFESSIONAL WASTE MATERIALS ON A DAILY BASIS,EXCEPT FOR THAT T-MOBILE IS STRICTLY PROHIBITED CONDITIONS. PRIMER-KEM AQUA E61-W525 CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS CONSTRUCTION PRACTICE: SPECIFIED AS THE PROPERTY OF THE BUILDING OR TOPCOAT-COROTHANE 11 B65W200/B60V22 DESIGNED HEREIN,AS WELL AS TO FAMILIARIZE PROPERTY OWNER AND SHALL EXERCISE STRICT 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION CONTROL OVER SITE CLEANING THROUGHOUT SHALL MATCH EXISTING ADJACENT SURFACES UNLESS BTS CABINET THE PROPOSED PROJECT INCLUDING DEMOLITION, O'HARE INTERNATIONAL CENTER CONSTRUCTION AND FINAL CLEAN-UP UPON OTHERWISE NOTED BY T-MOBILE. PRIMER-KEM AQUA E61-W525 ELECTRICAL,MECHANICAL AND STRUCTURAL 10255 W.HIGGINS ROAD,SUITE 600 COMPLETION OF WORK.ALL AREAS ARE TO BE LEFT IN A Smart TOPCOAT-COROTHANE II B65W200/B60V22 INSTALLATIONS PRIOR TO PROCEEDING WITH ROSEMONT,IL 60018-5607 BROOM CLEAN CONDITION AT THE END OF EACH DAY 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED CONSTRUCTION.SHOULD ANY ERRORS,OMISSION,OR THEN AT A VACUUM CLEAN CONDITION,FREE FROM TO THE T-MOBILE CONSTRUCTION MANAGER. COAXIAL JUMPER CABLES DISCREPANCIES BE FOUND,THE GENERAL CONTRACTOR SMACNA SHEET METAL AND AIR CONDITIONING PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE AT PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE SHALL IMMEDIATELY NOTIFY IN WRITING,THE T-MOBILE CONTRACTORS COMPLETION OF WORK. 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT COAT OF KEM CONSTRUCTION MANAGER AND THE ARCHITECT. NATIONAL ASSOCIATION SANDING WITH 400 GRIT SANDPAPER AND AQUA WATER REDUCIBLE PRIMER E61 W25 4201 LAFAYETTE CENTER DRIVE 25. THE GENERAL CONTRACTOR MUST PERFORM WORK NON-HYDROCARBON WASH.PREPARE GALVANIZED REDUCED 25% 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE CHANTILLY,VA 20151-1219 DURING PROPERTY OWNER'S PREFERRED HOURS TO I N F I N I G Y 2 SURFACES BY ACID ETCH OR SOLVENT CLEANING IN TOPCOAT-2 COATS COROTHANE II POLYURETHANE DRAWINGS,THE CONTRACTOR SHALL INCLUDE THE AVOID DISRUPTION OF NORMAL ACTIVITY, ACCORDANCE WITH SSPC-SPI. B65W200/B60V2 MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER SPECIFICALLY DIRECTED OTHERWISE BY T-MOBILE.IF A 820 TRANSFER ROAD 26. ALL EXPOSED METAL SHALL BE HOT-DIPPED FROM ZERO TO I N F I N I G Y 7. FURNISH DROP CLOTHS,SHIELDS,MASKING AND OTHER RAW STEEL DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ST. PAUL,MN 55114-1406 GALVANIZED. the solutions are endless PROTECTIVE METHODS TO PREVENT SPRAY OR PRIMER-KEM BOND HS B5OWZ4,DMT ACRYLIC PRIMER ARCHITECT ARE NOT NOTIFIED,THE GENERAL 50 116TH AVE SE,SUITE 210 DROPPINGS FROM DAMAGING ADJACENT SURFACES AND TOPCOAT-2 COATS COROTHANE II POLYURETHANE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS BELLEVUE,WA 98004 FACILITIES. B65W200/B60V2 COSTS INCURRED TO REPAIR OR CORRECT ALL LATEST EDITION OF THE MANUFACTURER'S WITH U.L.LISTED OR FIRE MARSHALL APPROVED PROBLEMS THAT RESULT. INSTALLATION SPECIFICATIONS UNLESS OTHERWISE MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY 8. APPLY PAINT BY AIRLESS SPRAY,SANDING LIGHTLY GALVANIZED METAL INDICATED BY T-MOBILE,OR WHERE LOCAL CODES OR AND PROJECT SITE. s 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE REGULATIONS TAKE PRECEDENCE. SURFACES.APPLY MATERIAL TO ACHIEVE A COATING NO PRIMER COAT AND DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS THINNER THAN THE DRY FILM THICKNESS INDICATED. FINISH COAT(GALVITE HIGH SOLIDS OR DTM PURPOSES ONLY.FIGURED DIMENSIONS HAVE 15. THE CONTRACTOR SHALL VERIFY,COORDINATE,AND RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS PRIMER/FINISH) PRECEDENCE OVER DRAWING SCALE AND DETAIL PROVIDE ALL NECESSARY BLOCKING,BACKING, FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE 9. APPLY BLOCK FILTER TO CONCRETE BLOCK DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL PROJECT AREA UNDER CONSTRUCTION. 3 05/18/18 REVISED 100%CONSTRUCTION DRAW NGS CONSTRUCTION AND ENSURE COMPLETE COVERAGE STAINLESS STEEL DRAWINGS.CONTRACTOR SHALL CHECK THE ACCURACY ITEMS. WITH PORES COMPLETELY FILLED. PRIMER-OTM WASH PRIMER,B71Y1 OF ALL DIMENSIONS IN THE FIELD.UNLESS SPECIFICALLY 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER 2 05/15/18 100%CONSTRUCTION DRAWINGS TOPCOAT-2 COATS COROTHANE II POLYURETHANE NOTED,DO NOT FABRICATE ANY MATERIALS,OR BEGIN 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL NEC ARTICLES 250 AND 810. 10. CONTRACTOR SHALL CORRECT RUNS,SAGS,MISSES B65W200/B60V2 ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING GIVE ALL REQUIRED CONSTRUCTION NOTICES AND 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS AND OTHER DEFECTS INCLUDING INADEQUATE DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF COVERAGE AS DIRECTED BY THE T-MOBILE PRE-PRIMED STEEL DIMENSIONS. REGULATIONS,LAWS AND ORDINANCES,AS WELL AS THE CONDITIONED SPACES SUCH AS AT WALL AND ROOF 0 04126/18 90%CONSTRUCTION DRAWINGS CONSTRUCTION MANAGER.REPAINT AS NECESSARY TO TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM STATE DEPARTMENT OF INDUSTRIAL RELATIONS PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT REV. DATE REVISION DESCRIPTION ACHIEVE SURFACES THAT ARE SMOOTH,EVENLY BOND HS, 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID REGULATIONS,INCLUDING BUT NOT LIMITED TO THE INFILTRATION OF AIR AND MOISTURE. COATED WITH UNIFORM SHEEN AND FREE FROM SSOWZ4 ALL MATERIALS,EQUIPMENT,APPURTENANCES AND DIVISION OF OCCUPATIONAL SAFETY AND HEALTH DRAWN BY CHECKED BY. BLEMISHES. LABOR NECESSARY TO COMPLETE THE WORK AS (OSHA). 31. UPON COMPLETION OF CONSTRUCTION,T-MOBILE TJB PD ALUMINUM&COPPER INDICATED OR IMPLIED BY THESE DRAWINGS. CONSTRUCTION MANAGER SHALL CONDUCT A B. PAINTING SCOPE PRIMER-DTM WASH PRIMER,B71Y1 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY WALK-THRU WITH PROPERTY OWNER OR '''''f TOPCOAT-2 COATS COROTHANE II POLYURETHANE 7. CONTRACTOR SHALL NOTIFY THE T-MOBILE FROM DAMAGE THAT MAY OCCUR DURING REPRESENTATIVE OF PROPERTY OWNER. 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS B65W200/B60V2 CONSTRUCTION MANAGER,THE PROPERTY OWNER AND CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING CHECKED BELOW WITH THE COATING SYSTEM THE ARCHITECT IF ANY DETAILS ARE CONSIDERED FINISHES,CONSTRUCTION,STRUCTURE,LANDSCAPING, 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR L @G` 4 INDICATED. CONCRETE MASONRY IMPRACTICAL,UNSUITABLE,UNSAFE,NOT WATERPROOF, CURBS,STAIRS,OR EQUIPMENT,ETC.SHALL BE MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN Y�,'z PRIMER-PRO MAR EXTERIOR BLOCK FILLER OR NOT WITHIN CUSTOMARY TRADE PRACTICE.IF WORK IMMEDIATELY REPAIRED OR REPLACED TO THE WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT '/7 t p ::\ PAINTING SCOPE TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM,SHEEN IS PERFORMED,IT WILL BE ASSUMED THAT THERE IS NO SATISFACTION OF T-MOBILE AND THE PROPERTY BY T-MOBILE. .0 DO TO MATCH OBJECTION TO ANY DETAIL.DETAILS ARE INTENDED TO OWNER'S REPRESENTATIVE,AT THE EXPENSE OF THE COATING SHOW THE END RESULT OF THE DESIGN.MINOR CONTRACTOR. 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE 1, 2/25/19 SURFACE TO BE PAINTED PAINT NOT N/A SYSTEM CONCRETE STUCCO(EXISTING) MODIFICATIONS MAY BE REQUIRED TO SUIT JOB LATEST EDITION OF THE MANUFACTURER'S PAINT 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH �7 01 +{:I� CONDITIONS,AND SHALL BE INCLUDED AS PART OF THE 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY + `f BTS UNIT X WORK. SHALL REPLACE OR REMEDY,ANY FAULTY,IMPROPER, OTHERWISE INDICATED,OR WHERE LOCAL CODES OR 7. , I-. C4,f,,, Si l �, ALL EQUIPMENT&CABINETS STUCCO OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY REGULATION TAKE PRECEDENCE. S ,: OTHER THAN THE BTS UNIT X PRIMER-PRO MAR MASONRY CONDITONER 8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER 1-fr,•s } ANTENNA COVERS,TILT B-46-W21000 VERIFIED BY THE CONTRACTOR BEFORE THE COMPLETION AND ACCEPTANCE OF THE WORK BY ..: BRACKETS,MOUNTING TOPCOAT-SUPERPAINT A-80 SERIES A-89 SATIN A-84 CONSTRUCTION.IF THEY DIFFER FROM THOSE SHOWN T-MOBILE UNDER THIS CONTRACT. BRACKETS AND ASSOCIATED SEE SEE GLOSS ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE I EXHAATIO, xr4+ _�j' HARDWARE,CABLE AND CABLE PLANS PLANS T-MOBILE CONSTRUCTION MANAGER AND THE 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL ' p COVERS EXPOSED TO VIEW, WOOD ARCHITECT SO THAT MODIFICATIONS CAN BE MADE CONTRACTOR TO PROTECT AND LOCATE,OR CONTACT EXPOSED CONDUIT AND PRIMER-A-100 EXTERIOR ALKYD W0090 PRIMER BEFORE PROCEEDING WITH THE WORK. AN OUTSIDE AGENCY TO LOCATE,ALL EXISTING HANGERS,ETC. Y-24W20 UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN FLASHING UNITS,METAL TRIM PROJECT INFORMATION: X TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM SHEEN 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE& HEREIN.THE CONTRACTOR SHALL BEAR ALL EXPENSES AND OTHER METAL SURFACES , TO RADIO EQUIPMENT LAYOUTS,SPECIFICATIONS, FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR PO01376A STUCCO,CONCRETE, MATCH ADJACENT SURFACES PERFORMANCE,INSTALLATION AND FINAL LOCATIONS OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE CONCRETE BLOCK AND X WITH T-MOBILE CONSTRUCTION MANAGER PRIOR TO EXECUTION OF WORK. CARMAN DRIVE CEMENTIOUS TYPE FINISH BEGINNING WORK.THE CONTRACTOR SHALL BE SYSTEMS. PLYWOOD,LUMBER AND WOOD RESPONSIBLE FOR COORDINATING ALL WORK WITH 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 7337 SW KABLE LN TRIM INCLUDING THE BACK SIDE X ERICSSON RADIO SYSTEMS. COMPLETE SECURITY OF THE PROJECT SITE WHILE THE OF ALL SCREEN WALLS JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED TIGARD OR 97224 DRYWALL X 10. ALL SYMBOLS&ABBREVIATIONS USED ON THESE AND ACCEPTED BY T-MOBILE. r CONCRETE POLES X DRAWINGS ARE CONSIDERED CONSTRUCTION WASHINGTON COUNTY METAL POLES AND METAL POLE STANDARDS.IF THE CONTRACTOR HAS QUESTIONS 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, STAND-OFF X REGARDING THEIR EXACT MEANING,THE T-MOBILE POWER AND TOILET FACILITIES AS REQUIRED BY THE CONSTRUCTION MANAGER AND THE ARCHITECT SHALL PROPERTY OWNER,T-MOBILE,AND THE CITY OR BE NOTIFIED FOR CLARIFICATION BEFORE THE GOVERNING AGENCY. CONTRACTOR PROCEEDS WITH THE WORK. SHEET TITLE 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SPECIFICATIONS 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REDLINING THE CONSTRUCTION DOCUMENTS TO PERMITS,LICENSES AND INSPECTIONS NECESSARY FOR ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE.THIS &NOTES PERFORMANCE OF THE WORK AND INCLUDE THOSE IN SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED THE COST OF THE WORK TO T-MOBILE. FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY.ONE SET OF REDLINED DRAWINGS SHALL BE SHEET NUMBER REV.: PROVIDED TO THE T-MOBILE CONSTRUCTION MANAGER. T-2 6 2 PAINT SPECIFICATIONS 1 GENERAL SPECIFICATIONS A. GENERAL C. CONCRETE 13. ANCHORING:ALL ANCHOR BOLTS,REINFORCING STEEL, DOWELS,INSERTS,ETC.,SHALL BE WELL SECURED IN 1. PRECEDENCE:UNLESS OTHERWISE SHOWN OR 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE POSITION PRIOR TO PLACING CONCRETE.NO - SPECIFIED,THE FOLLOWING GENERAL NOTES SHALL THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT REPOSITIONING DURING CONCRETE POUR IS ALLOWED. T e APPLY.INFORMATION ON THESE DRAWINGS SHALL HAVE AGE OF 28 DAYS: THE FOLLOWING PRECEDENCE. 14. SLABS SHALL BE SPRAYED WITH A CURING COMPOUND LOCATION STRENGTH Wf. SLUMP IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER ADMIXTURE USED ON CONCRETE WHERE TILE OR FLOOR COVERING SCALE SHOWN ON PLANS,SECTIONS AND DETAILS. SLAB&FOOTING 3000psi 150pcf 4" IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE NONE APPROVED BY THE TILE OR FLOOR COVERING THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE MANUFACTURER.KEEP SLAB WET FOR 7 DAY MINIMUM PROPRIETARY 8 CONFIDENTIAL TO T-MOBILE PRECEDENCE OVER GENERAL NOTES AND TYPICAL 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH PERIOD. ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO DETAILS. GREATER THAN 2500psi SHALL BE CONTINUOUSLY T-MOBILE IS STRICTLY PROHIBITED INSPECTED DURING PLACEMENT BY A DEPUTY 15. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS C. MATERIAL NOTES AND SPECIFICATIONS ON THE INSPECTOR EMPLOYED BY A TESTING LABORATORY IT IS BEING PLACED WITH ELECTRICALLY OPERATED DRAWINGS SHALL TAKE PRECEDENCE OVER THE APPROVED BY THE BUILDING DEPT. VIBRATING EQUIPMENT. SPECIFICATIONS. S m a 1 3. REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN D. TIMBER 2. OTHER TRADES:SEE THE ARCHITECTURAL DRAWINGS PREFORMED BARS CONFORMING TO ASTM A615 AS FOR ALL DIMENSIONS NOT SHOWN. FOLLOWS: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO.1 GRADE DOUGLAS FiR.,S45.UNLESS 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL #4 &SMALLER BARS GRADE 40 NOTED OTHERWISE. APPLY UNLESS SPECIFICALLY SHOWN OR NOTED #5 &LARGER BARS GRADE 60 OTHERWISE.CONSTRUCTION DETAILS NOT FULLY ALL BARS AT CAISSON FOOTING...GRADE 60 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS INFINIGY° SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHALL BE NO.2 GRADE DOUGLAS FIR,S45,UNLESS SHOWN FOR SIMILAR CONDITIONS. 4. FOUNDATIONS&SLABS:TYPE V.LOW ALKALI, NOTED OTHERWISE. CONFORMING TO ASTM C-150.PIER/CAISSON FOOTINGS: 4. SHORING:IT SHALL BE THE RESPONSIBILITY OF THE TYPE V,LOW ALKALI,CONFORMING TO ASTM C-150. 3. STRIPPING,BLOCKING,BACKING AND OTHER FROM ZERO TO I N F I N I G Y CONTRACTOR TO INSTALL ALL TEMPORARY BRACING NON-STRUCTURAL LUMBER SHALL BE NO.2 OR STD& the solutions are endless AND SHORING TO INSURE THE SAFETY OF THE WORK 5. AGGREGATE:USED IN THE CONCRETE SHALL CONFORM BTR GRADE DOUGLAS FIR,S45.2X4 STUD WALLS SHALL 50 116TH AVE SE,SUITE 210 UNTIL IT IS COMPLETED.THIS INCLUDES UNDERPINNING TO ASTM C-33.USE ONLY AGGREGATES KNOWN NOT TO BE D.F. STANDARD&BTR. BELLEVUE,WA 98004 EXISTING FOOTINGS WHERE APPLICABLE. CAUSE EXCESSIVE SHRINKAGE.THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED FOLLOWING: WITH CROWN SIDE UP. 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS STRUCTURE.UNLESS OTHERWISE INDICATED,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. A. FOUNDATIONS&SLABS 9"OR LESS:3/4"GRAVEL 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD 5 2//1/18 REVISED 100%CONSTRUCTION DRAWINGS B. PIER/CAISSON FOOTING:1"GRAVEL. SHEATHING WITH A SPAN INDEX RATIO 32/16.EDGE NAIL 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS • ��J#TO 'AWARNINA NOTICE 6. WATERPROOFING:WATERPROOFING AND DRAINAGE WITHBd AT 6"O.C.UNLESS NOTED OTHERWISE ON PLANS.2"DETAILS OR SPECIFICATIONS SHOWN IN THESE 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS FIELD NAIL WITH 8d AT 1O.C. 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS DRAWINGS ARE FOR GENERAL INFORMATIONAL AMOUNT OF ACIDS,ALKALIS,ORGANIC MATERIALS AND PURPOSES ONLY.CONTRACTOR TO NOTIFY THE SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN 2 05/15/18 100%CONSTRUCTION DRAWINGS T-MOBILE CONSTRUCTION MANAGER AND THE PERPENDICULAR TO SUPPORTS AND WITH THE EDGES ARCHITECT IF ANY INADEQUATE OR IMPROPER 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM STAGGERED,UNLESS NOTED OTHERWISE ON THE 1 05!10!18 REVISED 90%CONSTRUCTION DRAWINGS , (Of/))) CONDITIONS. TO ASTM C-94.NO MORE THAN 90 MINUTES SHALL PLANS. 0 04/26/18 90%CONSTRUCTION DRAWINGS 0 t ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE A AB. STEEL PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 7, PLYWOOD SHALL BE GRADE MARKED BY DFPA,TECO,OR REV. DATE REVISION DESCRIPTION PTL AND SHALL CONFORM TO PS 1-83. 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE 8. SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT DRAWN BY: TJB CHECKED BY 3 : PD sper sitr aMEMBERS SHALL CONFORM TO ASTM A-36 AND BE BE FLOPPED THROUGH REINFORCING STEEL(AS IN 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER a._�_ .__. _ ,;,:,f;0 ir,z:sat, Ramo ttaal.kan4tla. ..at sfali: R8 2 fro _'"42'iltiOnd FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS WALLS,COLUMNS,CAISSON,AND DROP CAPITALS)SO AS SHALL NOT EXCEED 24%AT THE TIME OF INSTALLATION. SIt+T ca"."."'7;Grr'L/4 5:.r hirrt' Vt40,11[£L MC,�C.SC::2C zti:L` rutics fel i}4., yyr 4smso;ttia ut 4rvt.I r„ OF THE AISC. TO CAUSE SEGREGATION OF AGGREGATES.USE rs=^ mom,, HOPPERS,CHUTES,TRUNKS OR PUMP HOSE SO THAT 9, MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF ; r-"'r Ca.)..*x:oar 4d o2/ s r6sa aril .Mari ia..'Ague*ay-.a eft i�a'.1C s*aa _ ±+R -asy a:fors*,:t aa:• % 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT BUILDING CODE.ALL NAILS SHALL BE COMMON WIRE ''•' • .s n¢h saw 'm "ice ° " x ' '- Y`°s"�f OTHERWISE NOTED ON PLANS.HIGH STRENGTH BOLTS EXCEED 5 FT. NAILS. rr ti i:,.. ..12, OTHERWISE a s ..K t%d. ',I/4..:s�arwra*d-asrta ,:u .saa„:,r .1,,,,arrn 3 acma:s;w� .,....�.,.,rr.... ,, SHALL CONFORM TO ASTM A-325 : •,..w,. ""` `""^ "' 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS r#G ^ eL: s.a.aal. . . +..•+.a "si'" •••MC. , ^�"'*� *'*"'"a"'" 3. STEEL PIPE COLUMNS SHALL BE GRADE"B" MINIMUM OF 30 DIAMETERS AND SECURELY WIRED UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH I.•••• M,4:.i.:, s e '1iI1"' CONFORMING TO ASTM A53. TOGETHER.SPLICES OF ADJACENT REINFORCING BARS WOOD. SHALL BE STAGGERED WHEREVER POSSIBLE. 2/25/19 1M{ 4 �# /�£ Y p# 4. STEEL TUBING SHALL BE GRADE"B"CONFORMING TO 11. LAG BOLTS SHALL BE SCREWED INTO PLACE,NOTs F v`1 `-1" 42851 1M0145771 - 01 86 ASTM A500. 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JOISTS, DRIVEN.LAG BOLTS SHALL BE INSTALLED IN ""I*'iIt' L41 ' BEAMS,GIRDERS AND COLUMNS SHALL BE TO FACE OF PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75% ✓ 4{�y 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC STIRRUPS OR TIES,UNLESS OTHERWISE NOTED, DIAMETER OF BOLT. .•?, Pr'tl t METHOD.ALL WELDERS SHALL BE PROPERLY QUALIFIED CONCRETE COVERAGE FOR REINFORCING BARS TO 1-1•1FR s AND BE PRE-APPROVED.SURPLUS METAL SHALL BE FACE OF BAR SHALL BE AS FOLLOWS: 12. CONNECTORS:ALL SHEET METAL FRAMING DRESSED OFF TO SMOOTH,EVEN SURFACES WHERE CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG • WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING SHALL A. CONCRETE IN CONTACT WITH EARTH,UNFORMED CONNECTORS AS MANUFACTURED BY THE SAMSON I S•$IO t �IF E; - - a NOT#�+c i COMPLY WITH THE LATEST A.W.S.SPECIFICATIONS. 3" COMPANY.SUBSTITUTIONS MAY BE MADE WHEN , ICE E 'I INFORMATIONB. CONCRETE IN CONTACT WITH EARTH,FORMED Z" APPROVED BY THE STRUCTURAL ENGINEER, W; IDELINES FOR WAKING 4N 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: C. WALL,EXTERIOR FACE 1-1/2" f 4;1OFRE U€ Y ENVIRONMENTS A. 250 AMP WELDERS. D. WALL,INTERIOR FACE 1" 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT PROJECT INFORMATION. -< „.s -s r,-./2, a.ss---.s_s.A...1, B. ROD OVENS. E. STRUCTURAL SLABS 3/4" WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED a+a Wat44 xs- C. GRINDERS. F. JOISTS 3/4" PRESSURE TREATED LUMBER OR A NATURALLY DECAY ♦...ars s 4-4^,:,-•x i+4*-s w s.r.,nezv Ti t - G. BEAMS,GIRDERS&COLUMNS 1-1/2" RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. POO 1376A a a.s;s-car a-rx Mobiles' 7. NO BUZZ BOXES SHALL BE USED. CARMAN DRIVE a.w::-r s>r*a--sa rs r... 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS a,.r`:cn ::=a a-v .::_; rr.=y�aaz• 8. ALL STRUCTURAL STEEL SHALL HAVE MILL PLACED IN BEAMS,SLABS,WALLS AND COLUMNS, A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(A.C.) 7337 SW KAB LE LN i "a a P O 013 7 6A CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON EXCEPT THOSE SHOWN ON THE PLANS.CONTRACTOR CONFORMING TO 20F-V12 a' 4-* `:.1'4,11414,1 "s`4"1`""4* THE JOB SITE FOR EXAMINATION BY THE DESIGN SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF B. STRENGTH PROPERTIES: TI GARD OR 97224 ENGINEER AND THE CITY INSPECTOR. ANY ADDITIONAL SLEEVES OR CHASES.ALL PLUMBING, Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. I * s• +' 4 -a ' -.r V',-.. ELECTRICAL AND MECHANICAL OPENINGS SHALL BE Fb TOP FIBER BENDING STRESS 1000psi MIN. WASHINGTON COUNTY ♦4a-s-rr ra m s--rs s x 1 .877.6i �•f �J9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR Fv SHEAR STRESS 190psi MIN. --v air--. CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON APPROVAL IS OBTAINED FROM THE STRUCTURAL Fc COMPRESSION STRESS PERPENDICULAR TO 4" "'ra ThI444. 8 ` '' "4.'mss" THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. ENGINEER. GRAIN 560psi MIN. .. ....... ., a r ..1,048 • wnsseu.ar�-.0.14/1 Ya.a:•IH;: ` C. MODULUS ELASTICITY 1400ksi MIN. 10. STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE D. CAMBER TO RADIUS OF 1600°U.O.N. SHEET TITLE THE FIELD SHALL BE TOUCHED UP WITH COLD SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR SPECIFICATIONS 0 30956 E l tl29i 93 X GALVANIZING PAINT. THAN 1/4 THE THICKNESS OF THE SLAB.CONDUIT SHALL GLUE. ii aIV 1 VLc3 sFV 1S NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2" F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE & NOTES 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED THICK,UNLESS SLAB IS LOCALLY THICKENED.MINIMUM UBC. FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH NOTED"FULL STRESS"AT END OF WELD SYMBOL. INCHES. ANSI/AITC A190.1 AND ASTM D3737. SHEET NUMBER: REV. T-3 6 2SIGNAGE SPECIFICATIONS 1 STRUCTURAL SPECIFICATIONS , i SW CARDINAL IN. I I 1 teas A 1K9awM • teas r----I ,rte I ci. . .Mobile• 197.7 EQUIPMENTS `'^ a ,;,\ �.r -- 1 1 4 W (��' «—M Sty t�7 1 i�� : 93.7 M AFEA�,11 f;�..�",4 oste CPSITIONFOFGEODETIC �`�; `�� tG �II� 1 1 I 7)�.; ._--� t I 2625 S.Plaza Drive l$4 OO COORDINATES 38.7' LIGHT POLE �) L\ I IE n - SEE 1 Tempe,Arizona 85282 SW KAM LR 1 — . n EQUIPMENT PARENT PARCEL 1 i =PROJECT INFORMATION: u' FOUND 0 • - , ,. _ c _ • _ 257-2 /!�^ APN: 2S112DB00400 y REBAR CPS 749.1 ELF ELF 1 1 1 " 1 �_ �� ' �c«�«,�Roo I 1 I ;,,..",', ,.,.e ZONING: M1I VICINITY YAP 1 j 1 TILLAMOOK LIGHT LLC CARMAN DRIVE IMI N.T.S. 104.3' HIGH c • `149.4 AAP THEE f 1 P001376 I I MONOPOLE ��, , g \ GRVL I v17337 SW KABLE LANE E (SEE MONOPOLE `.r\� GRAVEL i�\ SURVEY DATE DETAIL) �. v T i ICE BRIDGE I 1 I • ASPHALT TIGARD,OR97224 04/78/2018 1 O 7 155.9 EQUP EW' flP ' H 1 I ' % PAVEMENT I WASHINGTON COUNTY 5 213,5 BASIS OF BEARING 1 t �� ITEMS 2b4, 266 149.2 149.2 I I -,., 1 =ORIGINAL ISSUE DATE: BEARINGS NAD83 COORDINATE HEREON SYSTEM OREGONARE 0UPON U.S.STATE PLANE TATE PLANE I O . `ti toile r.T-riFI-1 CONCRETE PAD • 7.3' HIGH 1 �y^I CHAIN LINK FENCEI COORDINATE ZONE NORTH. DETERMINED BY GPS OBSERVATIONS. AVEE OF oELEC. I > ITEM 2b4 PAVEMENT 5.5' HIGH 149.1 W/ 3 BARBED 1 1 • AP , I I 04/23/2018 1 H-FRAME W/ GWK rJK WIRES TOPPING 1 I I I7' BENCHMARK 0 • _�- _ EQUIPMENTS 1 1 i PROJECT ELEVATIONS ESTABLISHED FROM GPS DERIVED 1 - �-="�'a .• • ° • 6' HIGH I II =REV.:=DATE: DESCRIPTION: BY:- PROJECT HEIGHTS BY APPLICATION OF NGS'GEOID 12B' 9 -CLF 15.5. CHAIN LINK 1L MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY 40'x15' ® 12' WIDE 149 CIF FENCE W/ 2 I A 04!23!18 PRELIMINARY BS LEASE AREA REAL TIME KINETIC(RTK) GPS DATA PROCESSED ON THE O GATE BARBED WIRES ITEM 269 OREGON STATE REFERENCE NETWORK ORGN. ALL ELEVATIONS I ELEC. 748.8 - \ TOP DING 1462 SHOWN HEREON ARE REFERENCED TO THE NAVD88 DATUM. 1 cl 110 VAULTS /AP `-ASPHALT 1 I �AP Ir\ `: 171 1;-Ir-ITEM 0 05!15/16 FINAL SR 1 0 "-4.5' HIGH 149 G f PAVEMENT 111/s. I I BLec __......_..._ — 1 / y 268 GRID-TO-GROUND SCALE FACTOR NOTE ■ ELEC. BOLLARD AP 7g, I ALL BEARINGS AND DISTANCES ARE BASED ON THE OREGON TRANSFORMER I -I I ZONE NORTH STATE PLANE COORDINATE ZONE GRID. TO DERIVE L45' 50' I GROUND DISTANCES DIVIDE BY 0.99989925 O,`7�.8 CONCRETE PAD t+ae ' 1 1 I 1 FLOOD ZONE I �_ I 1 I 1 l ; AP /AP THIS PROJECT APPEARS TO BE LOCATED WITHIN FLOOD ZONE I 4.5' HIGH e "X". ACCORDING TO FEDERAL EMERGENCY MANAGEMENT6BOLLARD\ ! I AGENCY FLOOD INSURANCE RATE MAP(S), MAP ID O�CHAIN LINK FENCE `MA HIGH I I I s �J � Z 1 #41067C0542E, DATED 11/04/2016 I W/ 3 BARBED EQUIPMENT DETAIL WIRES TOPPING I I I 1 I UTILITY NOTES1 O GRAPHIC SCALE \\ SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE 5 to 1 I I 1 / `2BUHIGH 1 SHOWN OR THEIR LOCATIONS ARE DEFINITE. IT IS THE 1 BUILDING 1 RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO ` - o 3,5 a �— I III ' IJ PAVEMENT CONTACT BLUE STAKE AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, (1N MET) I RELOCATION AND/OR REPLACEMENT IS THE RESPONSIBILITY OF 1 Inch e 5 (t I 1 I 1 .--tso.t THE CONTRACTOR. SCHEDULE "B" NOTE 1 D I 1 1 =PLANS PREPARED BY: LESSOR'S LEGAL DESCRIPTION REFERENCE IS MADE TO THE TITLE REPORT ORDER 268. AN EASEMENT DISCLOSED BY INSTRUMENT, 2b13. AN EASEMENT DISCLOSED BY INSTRUMENT, z • J) 1 LOT 4, SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK, IN THE #NXOR-0284492, ISSUED BY NEXTITLE, DATED RECORDED: DECEMBER 28, 1988, RECORDED: JULY 17, 2008, I I L..2 23' WIDE GATE I OREGON.CITY OF TIGARD, COUNTY OF WASHINGTON AND STATE OF JANUARY LALL EASEMENTS TIN THEAINED IN FAVOR S7E IN FAVOR AT&TCORP.,2008-063027, �� I N F I N I G Y W 1!I� 1 WITHIN SAID TITLE REPORT AFFECTING IN FAVOR OF: OR-WASH ENTERPRISES, IN FAVOR OF:AT CORP., EXCEPTING THEREFROM THAT PORTION CONVEYED TO PACIFIC BEEN IMMEDIATE SURROUNDING THE LEASE HAVE -PLOTTED--DOES NOT AFFECT LEASE -NOT OR: ACCESS FOR: CPLOTTED-A EXACT LOCATION NOT NS SYSTEM 1 ,,, ii I 1CLF 1_ c�0 0 rj REALTY ASSOC DED DER P., AEDELA28W ARE 988 AS FEE PPARTNERSHIP. AREA. DISCLOSED. I I 1 I ==- 1 1 FROM ZERO TO I N F I N I G Y BY O. ITEMS #2b1, 2b2, 2b3, 2611, 2b15, 2b16, 2b17, = FC tj 88-57874,BEING DESCRIBED AS FOLLOWS: 2b19, AND 2b20 ARE NOT SURVEY MATTER, 2b9. EASEMENT AGREEMENT, INCLUDING THE 2b14. AN EASEMENT DISCLOSED BY INSTRUMENT, 1 1 - the solutions are endless THEREFORE NOT PLOTTED. TERMS AND PROVISIONS THEREOF, RECORDED: NOVEMBER 17, 2008, BEGINNING AT THE NORTHWEST CORNER OF LOT 4. SOUTHERN RECORDED: JUNE 12, 1991, RECORDING NO.: 2008-093292, I 1 _ PACIFIC TIGARD INDUSTRIAL PARK; THENCE SOUTH 3'2812" ITEMIZED NOTES: RECORDING NO.: 91030299, IN FAVOR OF: AT&T CORP. AND AT&T I EAST ALONG THE WEST U 1 `NE OF SAID LOT 4 A DISTANCE OF BY AND BETWEEN: PACIFIC REALTY COMMUNICATIONS- EAST INC. (FORMERLY 1 1 I 1 300.55 FEET; THENCE NORTH 87'26'54" EAST 359.74 FEET TO 2b4. EASEMENTS, SUBJECT TO THE TERMS AND ASSOCIATES, L.P.; AND OR-WASH AT&T COMMUNICATIONS. INC.), I I I AP I I A POINT IN THE EAST LINE OF SAID LOT 4; THENCE NORTH PROVISIONS THEREOF, AS SHOWN ON THE ENTERPRISES, UNLIMITED. FOR:INSTALLATION OF FIBER OPTIC CABLE 1 1'20'16" WEST ALONG SAID EAST UNE A DISTANCE OF 242.79 RECORDED PLAT OF SOUTHERN PACIFIC -PLOTTED--DOES NOT AFFECT LEASE -NOT PLOTTED--EXACT LOCATION NOT FEET; THENCE CONTINUING ALONG SAID EASTERLY LOT LINE TIGARD INDUSTRIAL PARK, AREA. DISCLOSED. k =CONSULTANT; NORTH 18'46'5WEST 55.10 FEET TO THE NORTHEAST CORNER FOR: STORM DRAINAGE, UTILITIES AND I I I 1 OF SAID LOT; THENCE SOUTH 88'14'07" WEST ALONG THE SOUTHERN PACIFIC RAILROAD TRACKAGE. 2670. EASEMENT FOR LANDLORD'S AGREEMENT, 2b18. AN EASEMENT DISCLOSED BY INSTRUMENT, ' 7' 245 SAINT HELENS AVE. NORTH LINE OF LOT 4 A DISTANCE OF 354.33 FEET TO THE -PLOTTED--DOES NOT AFFECT LEASE INCLUDING THE TERMS AND PROVISIONS RECORDED: APRIL 11, 2016, I I I 1 1 POINT OF BEGINNING. AREA. THEREOF, RECORDING NO.: 2016-027029, CONCRETE 1 Cr; SUITE 3A RECORDED: MAY 21, 2002, IN FAVOR OF:PORTLAND GENERAL ELECTRIC 1 1 1 SIDEWALK TACOMA WASHINGTON 98402 SURVEYOR'S NOTES 2b5. AN EASEMENT DISCLOSED BY INSTRUMENT, RECORDING NO.: 2002-058376, COMPANY, FOR: RIGHT OF WAY `ASPHALT 1 RECORDED: JULY 19, 1979, BY AND BETWEEN: OR-WASH ENTERPRISES -PLOTTED--DOES NOT AFFECT LEASE I I PAVEMENT PH.(253}572-91a1 SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDING NO.: 79028364, UNLIMITED; AND LASALLE BUSINESSCREDIT, AREA. I FC 1 w.12531 72-91uking.usRECORDS TO DETERMINE ANY DEFECT IN TITLE ISSUED. IN FAVOR OF:PORTLAND GENERAL ELECTRIC INC. COMPANY, -OUT OF AREA--DOES NOT AFFECT LEASETHE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD FOR: UNDERGROUND DISTRIBUTION LINE AREA. 1 1 1 1 Saallialigire2 ambit consulting INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY -PLOTTED--DOES NOT AFFECT LEASE _ OF THE PROPERTY. AREA. 2b12. AN EASEMENT DISCLOSED BY INSTRUMENT, I I 1 I wr FOUND ` FOUND REBARS RECORDED: MAY 11, 2007, REBAR -DRAWN BY: CHK.: APV.: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. 2b6. AN EASEMENT DISCLOSED BY INSTRUMENT, RECORDING NO.: 2007-052731, I I SW KABLE LANE RECORDED: AUGUST 3, 1979, IN FAVOR OF:TRI-COUNTY METROPOLITAN I D/W 1'' BS SR DG ACCESS NOTE RECORDING NO.: 79031055, TRANSPORTATION DISTRICT OF OREGON RESERVING NONEXCLUSIVE RIGHT OF USE ACROSS LESSOR'S IN FAVOR OF:ADJACENT PROPERTY OWNERS. (TRI-MET), I " � PROPERTY FOR NECESSARY APPURTENANCES TO CONSTRUCT, FOR: RAILROAD, TRANSPORTATION AND FOR: SLOPES I I FOUND ITEMS 265, 2618 -LICENSER: OPERATE, AND MAINTAIN A COMMUNICATION FACILITY FOR COMMUNICATION PURPOSES -NOT PLOTTED--DOCUMENT NOT PROVIDED. i 1 I REBAR \\ ITEMS SUCH AS, BUT NOT LIMITED TO INGRESS, EGRESS, -PLOTTED--DOES NOT AFFECT LEASE I I ' ; PARKING, VEHICULAR MANEUVERING, EQUIPMENT, AND UTILITIES. AREA. 2b7. EASEMENT AGREEMENT, INCLUDING THE N LEGEND TERMS AND PROVISIONS THEREOF, TOP OF MONOPOLE RECORDED: NOVEMBER 7, 1988, ELEV. = 249.0' A.M.S.L.- TOP OF ANTENNA ELEV. = 253.6' A.M.S.L. MOKU/ AP ASPHALT RECORDING NO.: 88049663, (99.7' A G L) (104.3' A.G.L.) BLDG TOP OF BUILDING BY AND BETWEEN: PACIFIC REALTY CLF CHAIN LINK FENCE ASSOCIATES, L.P.; AND OR-WASH 111+ ,''' BOUNDARY DETAIL CONC EDGE OF CONCRETE ENTERPRISES. - BOTTOM OF ANTENNA ELEV. = 245.6'A.M.S.L. �+ D/W ACCESS DRIVEWAY �y TELECOMMUNICATIONS MONOPOLE -PLOTTED--DOES NOT AFFECT LEASE (96.3' A.G.L.) RFGISTFRFI/ SCALE: 1" -,--- 0'6 FC FACE OF CURB # LIGHT POLE AREA. IB ICE BRIDGE PROFESSIONAL LP LIGHT POLE tet POSITION OF NDS VEYOR =SHEET TITLE: GEODETIC COORDINATES ei TREES SPOT ELEVATION CHAIN LINK FENCE CURBLINES MONOPOLE DETAIL SITE SURVEY CONCRETE LIMITS -- -- ------ EXISTING BUILDINGS N.T.S. --—-—-—-—-—--STREET CENTERLINES OREGON POSITION OF GEODETIC COORDINATES RIGHT OF WAY LINES JULY 11, 2000 LATITUDE 45'24' 37.46" (45.410406') NORTH (NAD83) SUBJECT PROPERTY LINE LONGITUDE 122'45' 06.54' (122.751817') WEST(NAD83) --- _-- -- - ---ADJACENT PROPERTY LINEDAN L. GILBERT GROUND ELEVATION ®149.3' (NAVD88) =SHEET NUMBER: TOP OF BASE OF POLE ELEV. = 153.9' A.M.S.L. TOP OF CONCRETE ELEV. = 149.3' A.M.S.L. EASEMENT LINES (0.4 A.G.L) ` 60121 ---- -MAJOR CONTOUR INTERVAL (4.6' A.GL.) all / �j - - -- - -- - --- MINOR CONTOUR INTERVAL GROUND LEVEL ELEV. = 149.3' A.M.S.L. XI' {�O J9 \ / I I I I 1 ±65 1 :' ,, „� +360' ' I ' 9' ` ' T e ±339,_7„ PROPOSED T-MOBILE I THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS LEASE AREA WITHIN PROPRIETARY 8 CONFIDENTIAL TO T•MOBILE EXISTING FENCED ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO COMPOUND(SEE SHEET A-2) I T-MOBILE IS STRICTLY PROHIBITED ' APN: 2S112DB00400C r * ZONING: M1 S , w =�, H 1I90 X cn I EXISTING EASEMENTS 1 I NI F I NI I G Y ° Z I I PER SURVEY,TYP. I m ! NI/ FROM ZERO TO INFINIGY C the solutions are endless L. —/ 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS 'f/—EXISTING BUILDING 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS I I 1 I 1 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS II 2 05/15/18 100%CONSTRUCTION DRAWINGS 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS `p 0 0426/18 90%CONSTRUCTION DRAWINGS in 4 REV. DATE REVISION DESCRIPTION Si c +I DRAWN BY: TJB CHECKED BY: PD N /74C9:".AE N Cr., EXISTING PROPERTY LINE,TYP. 2/25/19 ,,,,,777 >,. Py� .' I I PROJECT INFORMATION 1 i I I P001376A EXISTING II I i CARMAN DRIVE f t PARKING LOT ' I U II I 7337 SW KABLE LN J + TIGARD, OR 97224 \ WASHINGTON COUNTY I I - --1)----- SHEET TITLE: ±204 OVERALL �� SW KABLE LANE SITE PLAN _ ' -- SHEET NUMBER: REV. ' A-1 6 1 OVERALL SITE PLAN 22N34"SCALE 1"=50'-0" I I • 11"017"SCALE 1"=100'-0" 50' 25' 0" 50' FCOA CABINET SCOPE OF WORK-SEE RFDS INFORMATION CONTAINED WITHIN DRAWINGS IS BASED ON PROVIDED INFORMATION AND IS • INSTALL(I)AMOB,(4)ABM,(2)ASIA, NOT THE RESULT OF A FIELD SURVEY. AND(2)FSMF INSIDE FCOA CABINET • ) r \ ) r \ THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS \\\\\\\\\ 1 PROPRIETARY 8 CONFIDENTIAL TO T-MOBILE ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO '� / "-- - T-MOBILE IS STRICTLY PROHIBITED _.....,....41,�� ® smartlink �� EXISTING TREE,TYP. \ -� EXISTING PROPERTY INFINIGY8 PROPOSED T-MOBIL LINE,TYP. COVP ON ICE BRIDGE P@3'( — •; ,�ir — - II x �_ � - v z x--�x--x �I s:oo x.= s _ _ --X.- — ' FROM ZERO TO INFINIGY the solutions are endless y PROPOSED T-MOBILE yV ,`` EXISTING GPS x ANTENNA BY OTHERS O x x x-- -- , GPS ANTENNA 50 116TH AVE SE,SUITE 210 ~, ,� __ • 11111111. �' PROPOSED T-MOBILEBELLEVUE,WA 98004 if \ Wki ■ Q'�.s8 Oyi3/19 REVISED 100%CONSTRUCTION DRAWINGS i`\ \ i • , sa ICE BRIDGE �'` ' ® _ ��F� 5 ty17/18 REVISED 100%CONSTRUCTION DRAWINGS /(4,1„, � � ! �, / 7 ,_ i �\ 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS :----.. \\\ !' �, 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS I 441r �, lli\, //' L EXISTING ICE EXISTING GENERATOR PROPOSED T-MOBILE - "' r PROPOSED T-MOBILE re? BRIDGE BY OTHERS BY OTHERS LED LIGHT WITH TIMER n SSC CABINET T2 9s/lsna 100%CONSTRUCTION DRAWINGS x ON ICE BRIDGE POST \ \ I 'I 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS x I 0 0428/18 90%CONSTRUCTION DRAWINGS ,.„...711111114 PROPOSED T-MOBILE O PROPOSED T-M x \ D BILE I I REV. DATE REVISION DESCRIPTION TELCO BOX ON H-FRAME FCOA CAS/NET x PROPOSED T-MOBILE — vDRAWN BY CHECKED BY: EXISTING 99'-8""AGL EXISTING CABINETS H-FRAME(SEE 4/A-6) x io TJI3 PD MONOPOLE BY OTHERS WITHIN T-MOBILE N x EQUIPMENT AREA. _ EXISTING MONOPOLE CONFIRM ACTUAL v * - ,—,d r?. x FOUNDATION LOCATION AND MOUNTING _ ^.7- «g , —+ '� METHOD WITH x —� x PROPOSED T-MOBILE r tq43 a)i�l '-'3-'7, 1J CONSTRUCTION MANAGER 6'-0'•x12'-6"CONCRETE PAD '0; / ` ---PROPOSED T-MOBILE PROPOSED T MOBILE x ( • !" ��C � ANTENNA AREA(SEE METER ON H-FRAME SHEEP A-4) = PROPOSED T-MOBILE - x 2/25/19 DISCONNECT ON H-FRAME ° Mil-,iq C I.Y. ^Y J —EXISTING CONCRETE EXISTING UTILITY G .• F ,._ ''''','Z',Z PAD BY OTHERS H-FRAME BY OTHERS PROPOSED T-MOBILE PPC x x ?_m c}E Id -'C' x WITH GEN PLUG ON H-FRAME I "t—:,. ,,,,t, r1TER C_u - x x x— x --x �I fir!i ' X -3F--'#---X x x X —x x — — X ---x *----r( X X )E ---•'; )' M x—X -Y ti X _--x-._-3S X X—.-- _ _ rn� I ' a 2'6" x 4'-0" .�6" PROPOSED T-MOBILE EXISTING ROLLING EXISTING CHAIN LINK CHAIN LINK FENCE ACCESS GATE FENCE WITH BARBED u 7•-0' /� WITH BARBED WIRE WIRE(TYP.) r TO MATCH EXISTING PROJECT INFORMATION: PROPOSED T-MOBILE I / 7'-0"x15'-0•'LEASE AREA % PO01376A ADJACENT TO EXISTING / FENCED COMPOUND _ - ' CARMAN DRIVE VAULTS EXISTING UTILITY 7337 SW KABLE LN PROPOSED T-MOBILETIGARD, OR 97224 a-o"WIDE ACCESS GATE WASHINGTON COUNTY EXISTING , SHEET TITLE: TRANSFORMER ENLARGED N SITE PLAN EXISTING SHEET NUMBER: REV.: f BOLLARD,TYP. A2 6 1 ENLARGED SITE PLAN 27x34,SCALE 12"=1'-/T • 11"xirSCALE14"=1,0" 2' 0' z i ,00 1-IE LEAS A, AS INCORPORA,F::. - ARE THE PROPERTY OF At-Alt.(PLIC AOL 'L ART.FOR 0rHEI :T-/JUT iH ;...,:)RI/' '.CC.IT IS L'NLAVC "i ASPEEC'..": ;,I ,1,,...f.`HE VO/IT rEE APPROVAL CF"hi:. TOP OF EXISTING ANTENNAS BY OTHERS .,-,TOP OF EXISTING ANTENNAS BY OTHERS ELEV.=±104'-4"AGL \ —EXISTING PANEL ANTENNASELEV.=±104'-4"AGL \ �—EXISTING PANEL ANTENNAS [OF EXISTING ANTENNAS BY OTHERS BY OTHERS MOUNTED TO BY OTHERS MOUNTED TO ELEV._STING"AGL \ EXISTING MONOPOLE,TYP. 4 OF EXISTING ANTENNAS BY OTHERS EXISTING MONOPOLE,TYP. T 43, TOP OF EXISTING MONOPOLE ELEV.=±100'4"AGL \ — TOP OF EXISTING MONOPOLE — — _ ELEV._±99'-8"AGL ELEV.=±99'-8"AGL THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY&CONFIDENTIAL TO T-MOBILE ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO T-MOBILE IS STRICTLY PROHIBITED smart • TOP OF PROPOSED T-MOBILE ANTENNAS €' 11 ELEV.=±84'-0"AGL ▪ €OF PROPOSED T-MOBILE ANTENNAS — _ ELEY.=t80'- MOBILE � I N F I N I G Y FROM ZERO TO INFINIGY PROPOSED T-MOBILE the solutions are endless ANTENNAS WITH 50 116TH AVE SE,SUITE 210 ASSOCIATED BELLEVUE,WA 98004 EQUIPMENT MOUNTED TO EXISTING MONOPOLE -SEE SHEET A-4 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS NOTES: • THESE DRAWINGS ARE NOT INTENDED TO BE A 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS VERIFICATION THAT THE STRUCTURE OR MOUNTS ARE 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS ADEQUATE TO SUPPORT THE PROPOSED LOADING. VERIFICATION THAT THE EXISTING STRUCTURE AND 2 05/15/18 100%CONSTRUCTION DRAWINGS MOUNTS CAN SUPPORT THE PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS ENGINEER PRIOR TO CONSTRUCTION. • CONTRACTOR TO REFER TO THE STRUCTURAL ANALYSIS 0 04/26/18 90%CONSTRUCTION DRAWINGS AND MOUNT ASSESSMENT AND VERIFY LOADING WITH THE REV. DATE REVISION DESCRIPTION MOST RECENT RFDS PRIOR TO CONSTRUCTION. DRAWN BY. TJB CHECKED BY: PD I- EXISTING 99'-8"AGL - EXISTING 99'-8"AGL MONOPOLE MONOPOLE /` SFr �<3 � PROJECT INFORMATION: PO01376A CARMAN DRIVE 7337 SW KABLE LN PROPOSED T-MOBILE EQUIPMENT TI GAR D, OR 97224 ATGROUND•SEE SHEET A-2 WASHINGTON COUNTY EXISTING CHAIN EXISTING CHAIN { BARBEDWIRE \ — - 7 I/ BARBED WIRE NORTH e • H SHEET TITLE. d( _ K [ - NK FENCE WIT �^*, � rzs ELEVATIONS j < >) ).L e ;>'>,',..,,.5.5.i.:-., ) o°) tJ .>1 I:'. > i). 9 1 4 % ri) to < >.,,,C,;4,,,,.., 1e, F ii.Y, TiW T �2 a ..,'*1=-- :>... : ).1 .II -�).> i)' .t( ) n<< • .,((II OP OF FOUNDATION r ., eS �€a i va<S; � TOP OF FOUNDATION .�5�2ieii£ ,,_ 1 4)E�la!5 1 1.�;ea ab i I�i Y§ejh 7 a 3�sslS�P e ia�yq� a SHEET NUMBER REV ELEV.=±0'-5"AGL I ' ' )>.,.. Cs i li '; {; II 'ELEV.=±0'-5"AGL _)'),'��c 4 IL` 1e ' <<`` > < j > :e[� GRADE ` .,:i{s' eo ve r; a;ill efflc..,,.: GRADE '' ,Ss`,,,,,14:,%",-II; ) �` ;,:,',,X,:,::, ',,, ,',� , � �.5��,,,, ... ,;.c ' �, .e �'a 13}ez,i�€'€ ,..x,.) . . .r �..x.. ,. t, c ..,>. u .. r_ t,,i.,'A, ELEV.=0'-0"AGL ELEV.=0'-0"AGLA_ 6 2 EXISTING NORTH ELEVATION 22"x34"SCALE 3/16"=1 " plicelWiliM111.111 11"x1T'1T'SCALE3137'=1'-0,0" 42' 01 PROPOSED NORTH ELEVATION 22"x34"SCALE 3/16"=1'-0" : ' " 4' 11"x1 TSCALE:3/32'=1,0" 4' 2' 0" 4' SJ NOTES , . 1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST T e CURRENT RADIO FREQUENCY DATA SHEET(RFDS) PRIOR TO CONSTRUCTION. 2. CABLE LENGTH IS APPROXIMATE.CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION,OR INSTALLATION OF CABLES. THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY 8 CONFIDENTIAL TO T-MOBILE 3. PROPOSED EQUIPMENT IS INDICATED BY BOLD TEXT. ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO T-MOBILE IS STRICTLY PROHIBITED smart - PROPOSED ANTENNA/CABLE SCHEDULE MOUNT MOUNT RFDS ANTENNA RRH TMA/COMBINER/COVP HYBRID CABLE(HCS) COAX CABLE I N F I N I G Y SECTOR POSITION POSITION MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH Al A2 FFHH-65C-R3 95.9" 70° 80'-0" 1,1 AHLOA,FXFB — — FROM ZERO TO I N F I N I G Y A2 ALPHA Al AAFIA 77.0" 70° 80'-0" -- i COVP the solutions are endless — -- — 50 116TH AVE SE,SUITE 210 B1 82 FFHH-65C-R3 95.9" 180° 80-0" 1 AHLOA — — BELLEVUE,WA98004 BETA B2 B1 AAFIA 77.0" 180° 80 (l" - - 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS 1 ASU9325TYP01 1125=0" -- — — -- - -- .. -. -- .. -. - - 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS Cl C2 FFHH-65C-R3 95.9" 300° 80=0" 1 AHLOA — — 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS GAMMA C2 Cl AAFIA 77.0" 300° 80=0" -- -- — - -- -- -- .. -- - -- -- _ - 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS - - - - - - 2 05/15/18 100%CONSTRUCTION DRAWINGS NOTE:SECTOR POSITIONS ARE CLOCKWISE(LEFT TO RIGHT AS VIEWED FROM THE BACK OF THE ANTENNAS) 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS 0 04/26/18 90%CONSTRUCTION DRAWINGS REV. DATE REVISION DESCRIPTION 3 RF SCHEDULE NOT TO DRAWN BY TJB CHECKED BY PD SCALE ,{{ g�p� 1Ef�' PROPOSED T-MOBILE PANEL ANTENNAS MOUNTED TO EXISTING WN � 2/P5/19 ,. MONOPOLE;PAINT TO MATCH EXISTING *�C,A 0 .Cts .,,P...4" A 4i'cc� PROPOSED T-MOBILE FXFB 044, � ) `/ 4' r `• PpNE� Al'? I �I a i��:.,..ate- X10 IP PROPOSED T-MOBILE MOUNT / 1.11 \ NW /d —' , PROJECT INFORMATION r, PROPOSED TOUNT E PANEL 0© POO 376A ,l� ANTENNAS MOUNTED TO EXISTING WNW�� MONOPOLE;PAINT TO MATCH EXISTING CARMAN DRIVE PROPOSED T-MOBILE COVP Mk 7337 SW KABLE LN EXISTING 99'-8"AGL MONOPOLE TIGARD, OR 97224 t... WASHINGTON COUNTY l i PROPOSED T-MOBILE AHLOA 00 i WIMP , SHEET TITLE m 0ANTENNA PLAN i N & RF SCHEDULE we. ZII Q Q SHEET NUMBER REV,: W - a A -4 6 2 NOT USED : LE 1 PROPOSED ANTENNA PLAN NOT TO A. ... T e THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY&CONFIDENTIAL TO T-MOBILE ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO T-MOBILE IS STRICTLY PROHIBITED smart 6771N_R4_RRU.jpg 6771N R4 , ;A,S-;:ic-5sU••e,. //MTS PCS•GSM PCE INFINIGYg II 1 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVE SE,SUITE 210 s` BELLEVUE,WA 98004 §;• EA 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS TIPPI 1 :, 1 * L ,1 ,z '.. 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS { f1 I, B 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS 'A'. III 'I' 1 1 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS tI 2 05/15/18 100%CONSTRUCTION DRAWINGS 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS I 0 04/26/18 90%CONSTRUCTION DRAWINGS REV. DATE REVISION DESCRIPTION DRAWN BY TJB CHECKED BY: PD Y T I mop' . i „ort.. . 104 46.1, , c.„., 4. ' t:',9 ,:',0' ' p, r‘i - ‘e;4. '.zy 2/25/19 .,,. J IL'. s 4,z � j 1 --:—IM:* :;:^::":t .`'r'' 1111 7 .,.., _ ,,..., ,&ARAI 10,1 .;',irfn..6,-167Z1 PROJECT INFORMATION'. 1/4... PO01376A "' "".., AMMO x CARMAN DRIVE - 7337 SW KABLE LN TIGARD, OR 97224 WASHINGTON COUNTY SHEET TITLE RF PLUMBING DIAGRAM SHEET NUMBER: REV.'. A-4. 1 6 2 NOT USED NOTSCALETD 1 PROPOSED RF PLUMBING DIAGRAM NOT TO e SCALE fc. '.F .T I,L.t., .r''I, JI "il 'AG ilr:r.: .t <�:.�., RAYCAP:ASUTYP01(RNSNDC-7771-PF-48) BACK NOMINAL OPERATING VOLTAGE: 48VDC NOMINAL DISCHARGE CURRENT: 20kA 8/2Oms = 9 rMAXIMUM DISCHARGE CURRENT: 60kA 8/20ms • II�(I �• /11"::ir"--'.' �� MAXIMUM CONTINUOUS II j�11uiFI4�Nly`1114 TOPERATINGVOLTAGE 75VDC o�- � VOLTAGE PROTECTION RATING: 400V I ro ICLEARANCE: FRONT:36" �!, �/ \ - )• TOTAL WEIGHT: 19 lbs. II THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS DIMENSIONS: 20.38"x18.86"x5.83" PROPRIETARY&CONFIDENTIAL TO T-MOBILE /1 _ '4 ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO J1!' � �\ - , i-MOBILE IS STRICTLY PROHIBITED itik jl1 ! n. MOUNTINGBRACKET �, 6!-=M lily r ` / smart 1 ►- �+!� 11 NEW PIPE MOUNT r,�l�i�i��up; COVP MOUNTING MANUFACTURER:SITE PRO 1 18 86 _ BRACKET I N F I N I G Y MODEL:RMVS-3xxx _ FRONT I:' I� —�w�_�_ „ (z)3/s"u-BOLTs FROM ZERO TO INFINIGY -, the solutions are endless I� n 0 111 � 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 I ❑ Pi -�� U 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS M I O C ;l ■ O ,� I r 5 12!17718 REVISED 100%CONSTRUCTION DRAWINGS I N �il -i w -i=-- I� - - _ COVP 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS is :II_� 11MrI�u�•lu�ila P : l�,. r...,,c,...r.._.....m.plii-1 ��77�C_�� I� I �� 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS —71 "i11....,. �r.l _, �� - t "ii c�� V � 2 05/15/18 100%CONSTRUCTION DRAWINGS IIiii�i� 11�1� 11�1.' 5 - 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS 0 04/26/18 90%CONSTRUCTION DRAWINGS REV. DATE REVISION DESCRIPTION i , " 5 ANTENNA MOUNT SPECIFICATION SCA EO 4 COVP DETAIL SNOT TO CALE DRAWN TJB CHECKED BY PD MECHANICAL - MANUFACTURER:COMMSCOPE DOWNTILTMANUFACTURER:NOKIA MECHANICAL MODEL:FFHH 65C-R3 25.2" 9.3" ' AO / /BRACKET MODEL:AAFIA(MASSIVE MIMO) DOWNTILT e`4,, . WEIGHT:127.6 LBS;BRACKETS:14.6 LBS WEIGHT:253 LBS BRACKET 9 ttfr DIMENSIONS:95.9"X 25.2"X 9.3" \ DIMENSIONS:77.0"X 26.0"X 8.0" 26.0 8.0 ' FREQUENCY:REFER TO RF DATA SHEET FREQUENCY:REFER TO RF DATA SHEET x / / / „„ 1- 7 I PllDOWNTILT ANTENNA MOUNTING BRACKET AND HARDWARE BY _— ANTENNA MANUFACTURER 2/25/19 ` \ / / T-MOBILE RADIOf 26.0 r A'k'0 a'',' Ci a i147 MOUNTED TO PIPE MOUNT „3 �q A ' g i--.r.:',..;%..\''' WITH MANUFACTURER �O '' ^+`1 05 SUPPLIED HARDWARE ' \ -- I `IC'it I i Cj= .:� ,�..s,.�_...�.fix�,R ego TOP TOP MOUNT PIPE I OO PROJECT INFORMATION ti T-MOBILE ANTENNA el P001376A ----— -° CARMAN DRIVE • , I ORPLA D FORM'" 7337 SW KABLE LN T ANTENNA MOUNTING TIGARD, OR 97224 BOTTOM WASHINGTON COUNTY KIT BY ANTENNA RF CONNECTOR,TYP MANUFACTURER _.._.. __. SHEET TITLE 4. EQUIPMENT DETAILS FRONT SIDE SHEET NUMBER REV. -RF CONNECTOR,'TYP ` --- — JUMPER CABLE FRONT SIDE n 5 6 NOTE:ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE. 3 ANTENNA DETAIL SCALE NCOTTG 2 ANTENNA DETAIL NOTTO 1 MOUNTING DETAIL NOT TO SCALE SCALE • .._.. •e • MANUFACTURER:NOKIA MANUFACTURER:NOKIA MODEL:FSMF(MODULE) MODEL:ABIA UNIT rr WEIGHT: TBD DIMENSIONS:8.6"x14.2"x1.1"(UNIT ONLY) DIMENSIONS:TBD WEIGHT:4.4 LBS(UNIT ONLY) THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS RF1 RF2 RF3 RF4 RF5 RF6 PROPRIETARY&CONFIDENTIAL TO T-MOBILE A---.Oil T f T ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO CM III II■I■1 '- r■l IIUI IRI Si i■111 11■il■1 - .. l T-MOBILE IS STRICTLY PROHIBITED 0100000 !•• ZIL••�222 22L azT k On '��T _1 0 000 0o p o0 00 00 0 O il■1111 I■I ■1 11 1 I■f U�1 111 II■1111 ualllllllll w popo(A oo.$pow 0_.2.2,_•_._.:2,_._._.?— `,.. an 00 A opo A o° an I,IitiUrIUlara11,1 1, Iiii(0�IU�IIIiii smart i 10 FSMF DETAIL s°ALE 9 ABTA DETAIL ScoA,0 8 NOT USED NOT TO SCALE INFINIGY MANUFACTURER:NOKIA MANUFACTURER:NOKIA MODEL:AMOB UNIT MODEL:ASIA UNIT FROM ZERO TO INFIN I GY DIMENSIONS:12.2"x17.6"x23.8" DIMENSIONS:8.6"x14.2"x1.7"(UNIT ONLY) the solutions ore endless WEIGHT:50.7 LBS(UNIT ONLY) �L __________ip 1 +WEIGHT:6.6 LBS(UNIT ONLY) 50 116TH AVE SE,SUITE 210 1111 I BELLEVUE,WA 98004 Illie ��14111[ i al �I�i�� (��Iti SYNC IN SYNC OUT EIF3_IN 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS - / DC IN EAC SRIO1 EIF1 EIF5 ..Z--,-- " 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS At, r 111■000 o ® 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS ■Ip II -- p ® 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS CI I „O / ( OOOOOo 00 _...„...:................4.,...,..._..„_.` �'- 2 05/15/18 100%CONSTRUCTION DRAWINGS 0 GROUNDING SEI1 EIF2 LMP 1 05/10118 REVISED 90%CONSTRUCTION DRAWINGS —_ -.____________ / SEI2 SRI02 EIF4 0 0426/18 90%CONSTRUCTION DRAWINGS REV. DATE REVISION DESCRIPTION 7 AMOB DETAIL SCOALEO 6 ASIA DETAIL s°ALE 5 NOT USED NOT TO TJB PD DRAWN BY: CHECKED BY: NOKIA FLEX SYSTEM RADIO MODULE: TOP __ FXFB AHLOA RADIO MODULE o CLEARANCES: FRONT:23.6" 4'-0"MAX.TO EACH POST o'' °;„, ,$ HEIGHT:22.05" 1 BACK78" CONTRACTOR TO VERIFY .•; 44 WIDTH:12.13" I TOP:1.2" OVERALL LENGTH REQUIRED TO 1-1/2"GALV.SQUARE P1000 ,1 A frt 1 DEPTH:7.44" SIDES.4" ACCOMMODATE EQUIPMENT UNISTRUT RAIL(12 GA.) , n> WEIGHT:83.8 LBS I WEIGHT: 44 lbs. — (TYP.)COORDINATE EXACT • NOTE: MODULE CAN BE INSTALLED LOCATION IN FIELD " o�� VERTICALLY AND HORIZONTALLY PLAN VIEW ,,, , , 2/25/1 �d,+"` ��'A 12.13" 7.44" SIDE STAINLESS STEEL OR a° ��@ ®1 \ \ o o ,-1 6 ,5 ', GALV.PIPE(TYP} 1 r��lfFC.4 .) U" .y A—_____ LL 112"U-BOLT(TYP.) l 4ei1(�tl $'° jj IIIIIIIIIIIIIIIIIIIIIMMI fn 1.10.. el MANUFACTURER:SITE PRO 1 0INNIIIIIIINIIINIIIM === o L d�Illll�l , MODEL.BBPM-K2 ni �� N IEW N �� N o a END CAP(TYP) PROJECT INFORMATION MMINMMOINNIIIIIIIPIPE II��I�I��Ij_�_—_a `10101011010016°938"x8"x1/2"STEEL P001376A�� 22" o �IIII!" BASEPLATE(TYP.) , ot �� ? VNTH(4)1/2 DIA. CA \ \ FPKA MOUNTING BRACKET BOLTS WITH EPDXY * ANCHOR AND 4" 7337 SW KABLE LN MIN.EMBEDMENT ® 1 FRONT SIDE � PLINTH I FINISH GRADE ° Q __ LI: a ,I'I'1 TIGARD, OR 97224 Al�i I � 111 , G ® _____ Ili — �— — — WASHINGTON COUNTY _ — --— In IVB =''� ��ia En MODULE ELEVATION END VIEW 12.13" 8"x8"x1/2"STEEL 1-1/2" SHEET TITLEX11 BASEPLATE EQUIPMENT �" TYP _ r DETAILS ll 3/16"y O 0 V r r- tv SHEET NUMBER: REV 3"DIA.SCH 40 STAINLESS �, \ I I STEEL OR GALV.PIPE(TYP) TOP -- A-6 6 4 PIPE MOUNT DETAIL SCOALEO 3 AHLOA DETAIL scoA�° 2 FXFB DETAIL SCALE 1 H—FRAME DETAIL SNOT TO CALE EN 1f; 1... SITE PRO 1 24" PER PLAN APPROVED EQUAL _ SUPPORT ARM OR m =! NOTES: 1 SITE PRO 1 24"WIDE GRIP 1. CONCRETE SHALL ATTAIN I1) PSI OF 28 DA0 STRUT ICE BRIDGE,OR A COMPRESSIVE " APPROVED EQUAL(CUT TO 1 PSI MINIMUM AT 28 DAYS. / SUIT),TOUCH UP WITH 2I I ,- I i I.. d I' THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS / ' COATS OF GALVACON t V I� a �y I __ _ PROPRIETARY BCONFIDENTIAL TO T-MOBILE // _ iv 2. ALL REINFORCING STEEL LL I a 1 ? T y r SHALL COMPLY WITH ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO 1 �o` ?lc COAX CABLE HANGERS I , 4 , ASTM A615,GRADE 40, r-MOBILE IS STRICTLY PROHIBITED > (TO SUIT CABLE SIZE)OR �� e • �® APPROVED EQUAL z Y g— s t i i rn I I 1 I j •A'011%o:A•7< SITE PRO 1DIRECT-BURIAL o_ 1 Y' I "I I 24"WIDE PIPE COLUMN OR a "1� ° I V ` I ® smart GRIPSTRUT APPROVED EQUAL -1—"- --I---- CHANNEL I I I Iv I 3/4"CHAMFER I I d v e V I BOTTOM OF COAX 0 4 �I 6"3000 PSI CONCRETE BLOCKING AT 8'-0'AGL v TOP OF EXISTING GRADE - L 1 ,O L " L SLAB W/#4 REBAR EACH I I ,I WAY @ 12"0/C 1 INFIN1I 'Y' ° GALVINIZED STEEL POST \./� \f /�\'\ / I /< \/ \/ /\\ /�//��, FROM ZERO TO careen INFINIGY CONCRETE PIER V,, />` / /\\/',/ PLAN VIEW the solutions are endless V I CONCRETE PIER(2500 50 116TH AVE SE,SUITE 210 PSI-5 1/2 SACK MIX) SLOPE TO DRAIN BELLEVUE,WA 98004 I 1/8"PER 12" #4 REBAR EACH .14 M E - WAY 12°0/C 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS " V ! /" - � V __ 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS 0 I 11� W ,; 'l r te% .%t- \� v,v� •// <, ,, �� ' 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS H II I \� -\ ,;. F 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS 1 3 " I ',\ SCARIFY AND RECOMPACT THE UPPER 6"TO I SITE PRO 1 PART# �, 90%RELATIVE COMPACTION PER ASTM D 1557. _;, {{ i 9"WIDE X 12"DEEP 2 05/15/18 100%CONSTRUCTION DRAWINGS UNLESS OTHERWISE AS NOTED IN -\•- FOOTING W/(2)#4 DIRECT-BURIAL PIPE COLUMNS 9„ GEOTECHNICAL REPORT \ .. REBAR @BOTTOM 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS 4111110 Z O 13'-4"COLUMN IB24D-V 18'-0"COLUMN IB24D-216V EMIL POLY VAPOR BARRIER ON SOIL 0 04/26/18 90%CONSTRUCTION DRAWINGS X 1,-6„ REV. DATE REVISION DESCRIPTION 7 ICE BRIDGE SPECIFICATION SOALE 6 CONCRETE PAD DETAIL SNOT CALE DRAWN BY TJ8 CHECKED BY Pp „is.,: 2'-6" HIGH CAPACITY HYBRID CABLE � .,rs"'�"a.S. EQUIPMENT CABINET MANUFACTURER:NOKIA SIEMENS NETWORKS MANUFACTURER:PURCELL MODEL:ASU9325TYPO1 2'-6" MODEL:2000004927 S :+ CONCRETE SLAB HP LARGE SSC 2.0 ALPHA E3 400A > G ,ell n ,,,,; , +., y. OUTER DIAMETER:1.584" .. ;� ga WEIGHT:1.614 LB/FT WEIGHT:430 LBS(EMPTY) t DIMENSIONS:30.0"x30.0"x72.2" / MANUFACTURER:NOKIA AC LOAD CENTER �� MODEL:FCOA 470142A 2 25 19 SINGLE MODE FIBER x 36 6 AWG COPPER N WEIGHT:±807 LBS �1 �•,r EXPANSION ANCHORS PER CONDUCTOR x 10 DIMENSIONS:30.0"x30.0"x61.0" NOTE: .� "''(x AC LOAD CENTER CAN BE II 'a. WM STRUCTURAL DESIGN EMBEDDED MOUNTED ON EITHER SIDE. ,6S `�' F tilr.t„;`,;,: +� INTO CONCRETE(TYP.OF(4)) CORRUGATED J �, ":-.-- COPPER ARMOR —� SQUARE-D 00 LOAD CENTER:240V, C�b'HF , - 150A,10,20 POSITIONS,NEMA 3R 5 CABINET ATTACHMENT SCALE IC. , TOPVIEwSCAMTOP VIEW FYGA/FYGB MOUNTED ON A POLEUSING GPS MOUNTING KIT(FYMA): ` s ,��$r S • 3,-8" imar =Mk / / 6• �4.. PROJECT INFORMATION ®®® 1' , fr 1i'' • I't -(-a (� / \ ft.. o®®®® • LJ lJr P001376A I- MODEL. FYGA/FYGB �r r` k, I '' 1 k\8".} i is•i — DEPTH: 3,74" � JJ „ /• , � 90-411P •• CARMAN DRIVE HEIGHT:WEIGHT: 5.4 o'z d 7 / / •• I• •� :14 4. zI J • �'"`•��S' 737 SW KABLE LN I OPERATING TEMP:-40°F TO 185"F Y'-" r; •. 4k• TIGARD, OR 97224 NOKIA BASE STATION: WASHINGTON COUNTY GPS GLONASS RECEIVER ANTENNA(FYGA/FYGB)OPERATION tp;? f o AC LOAD / FLEXI MULTIRADIO BTS USES GPS(GLOBAL POSITIONING SYSTEM) RIP CORD x 2 CENTER ��" SHEET TITLE — OR GNSS(GLOBAL NAVIGATION SATELLITE SYSTEM)AS A SOURCE FOR FREQUENCY AND TIME SYNCHRONIZATION.A GPS/GLONASS I EQUIPMENT ANTENNA WITH AN INTEGRATED RECEIVER IS INSTALLED OUTSIDE PVC OUTER JACKET FOR SATELLITE VISIBILITY,AND IS DIRECTLY CONNECTED TO THE DETAILS SYSTEM MODULE.DC POWER FEED FOR THE RECEIVER IS SUPPLIED 18 AWG COPPER CONDUCTOR x 2 THROUGH THE COMBINED POWER AND DATA CABLE.THE OPERATING TEMPERATURE RANGE ID FROM-40C TO+85C(-40F TO+185F), SHEET NUMBER REV. NOTE:FYGA/FYGB IS SET TO SUPPORT BOTH GPS AND GLONASS SATELLITE SYSTEMS.TO SUPPORT GLONASS ONLY MODE, - I. " FYGA/FYGB HAS TO OPERATE WITH NOKIA APPROVED FIRMWARE FRONT VIEW SIDE VIEWA� 6 V2.11 OR LATER. SIDE VIEW FRONT VIEW 4 GPS ANTENNA DETAIL NOTTO 3 HYBRID CABLE DETAIL NOTTO 2 FCOA CABINET DETAIL NOTTO 1 SSC CABINET DETAIL NOT TO SCALE SCALE SCALE SCALE N. , I -/ t GATE OR END POST. y 10'-0"MAX. y FENCING NOTES REFER TO NOTE 1. 1 1 / 3 STRANDS OF 4-POINT BARB WIRE . 1. GATE POST,CORNER,END, (OR PULL POST 3"STD. 3.5 )O.D.SCHEDULE 40 XS PIPE,FOR GATE WIDTHS UP TO 6'OR 17 _ (IF REQUIRED) FOR DOUBLE SWING GATE PER ASTM-F1083. w\ --4,---x----X- 4 ...-r�-_,_3. ...x.-__x. y,._.__ .-_X-._p__-*.__.*- -_.-�, -._.._x.�-_....-X- -- ;_.- k..._..- _._-_x_.�. �: 2. LINE POST:7'(2-318"O.D.)3.65LBS/LIN.FT.ASTM-F1083. .§ x x *---it---u- + X-x- a x-- X ■ w x---�r-at X ■ -*--O -.-- ./ - x x x ■ "CZ , TOP EDGE OF FABRIC .,.._ __.-x__-. ._ .__ -..-__.x.__-._ --._-._- _.x.._-..-_ -..---x.--,,.__.x.__• .x.__ -�_ ___,�._._,..lx.__-.,,.__ FASTENED AT 24"O.C. 3. TOP RAIL AND BRACE RAIL:1 12"(1.9"O.D.)PIPE.2.72 LBS/LIN.FT.ASTM-F1083.INSTALL BRACE AT ALL CORNER _____ • __ �/" LOCATIONS AND ADJACENT TO GATES. _ I -_ O • - 4. GATE FRAME:1 12"STD.(1.9"O.D.)PIPE.2.72 LBS/LIN.FT.ASTM-F1083. 1.9"O.D.TOP RAIL THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS 5, FABRIC SHALL BE TWO-INCH CHAIN LINK MESH NO.9 GAUGE(0.148")WIRE.THE FABRIC SHALL HAVE A KNUCKLED CORNER POST • PROPRIETARY&CONFIDENTIAL TO T-MOBILE FINISH FOR THE TOP SELVAGES.FABRIC SHALL CONFORM TO ASTM A-392 CLASS 1. ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO 6. TIE WIRE:MINIMUM 11 GAUGE GALVANIZED STEEL PROVIDE A SINGLE WRAP OF FABRIC TIE AT POSTS,RAILS,AND AT I .. 2 3/8"O.D.LINE POST T-MOBILE IS STRICTLY PROHIBITED TENSION WIRE BY HOG RINGS.MAXIMUM SPACING OF 24"O.C. STEEL STRETCHER BARI 7. TENSION WIRE MINIMUM 7 GAUGE GALVANIZED STEEL. 114"X 3/4"MIN. 1.9"O.D.BRACE RAIL 8. BARB WIRE:DOUBLE STRAND 12 GAUGE 117 O.D.TWISTED WIRE TO MATCH WITH FABRIC.14 GAUGE 4PT.BARBS SPACED ON APPROXIMATE 5"CENTERS. -T C [/'�� Ep 9. BARB WIRE GATE GUARDS SHALL SE FITTED WITH DOME GAPS. B GA. 1 •• I„ `/m�/�r t CHAIN LINK FABRIC / 10. BARB WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH SET BOLT AND LOCK WIRE IN THE ARM. WITH VINYL PRIVACY SLATS - I J 11. PROVIDE(2)6'WIDE SWING OUT GATES(UNLESS NOTED OTHERWISE)NO PERSONNEL GATES ARE REQUIRED (UNLESS AS DIRECTED BY THE CONSTRUCTION MANAGER).GATES SHALL BE ABLE TO LOCK. STRETCHER BAR �` 7 GA.BOTTOM WIRE BANS O.C. FASTENED AT 24"O.C. INFINIIGYS 12. GATE POSTS SHALL BE EXTENDED 12",INCLUDING DOME CAP,TO PROVIDE FOR ATTACHMENT OF BARB WIRE. 13. GATE FRAMES SHALL HAVE A FULL HEIGHT VERTICAL BRACE AND A FULL WIDTH HORIZONTAL BRACE,SECURED IN TOP OFF GRANULAR ANULAR PLACE BY USE OF GATE BRACE CLAMPS. "A"MATERIAL KNUCKLED BOTTOM 14. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409,18W ATTACHMENT OR allio_ I EDGE FROM ZERO TO INFINIGY APPROVED EQUAL -r_ -_- -._. --rr _--- 1 ._._ y.. - - the solutions are endless 15. GATE LATCH:1 3/8"0.0.PLUNGER ROD WITH MUSHROOM TYPE CATCH. � `� - I 50 116TH AVE SE,SUITE 210 16. A 6"BY 12"DIAMETER EYEBOLT,TO HOLD TENSION WIRE,SHALL BE PLACED AT LINE POSTS. -------------- ,--_� _- BELLEVUE,WA 98004 17. STRETCHER BARS SHALL BE 3/16"OR HAVE EQUIVALENT CROSS-SECTIONAL AREA. i I. CONCRETE PIER 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS 18. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND BARB WIRE SUPPORTING ARM. I I 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS 19. ALL CAPS SHALL BE MALLEABLE IRON,DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE. I 20. OTHER HARDWARE MAY INCLUDE BUT NOT BE LIMITED TO TIE CLIPS,BAND CLIPS,AND TENSION BAND CLIPS. a 4 07110/18 REVISED 100%CONSTRUCTION DRAWINGS 21. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED,24"DIAMETERS COIL BARBED TAPE,STAINLESS STEEL, 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS CYCLONE FENCE MODEL GOP TO TYPE III SHALL BE FURNISHED.IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF(6)BARB WIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST. I SII 2 95/15/15 100%CONSTRUCTION DRAWINGS 22. UNLESS NOTED OTHERWISE,ALL CHAIN LINK FENCING COMPONENTS MUST BE HOT DIPPED GALVANIZED. 1 05/10I76 REVISED 90%CONSTRUCTION DRAWINGS \ I - I 0 0426/18 90%CONSTRUCTION DRAWINGS 13, / DIA. REV. DATE REVISION DESCRIPTION 4 FENCING NOTES SOA EO 3 FENCE SOA LO DRAWN BY TJB CHECKED BY PD 4'-O"CLR. zc w+= / OPENING 00 PROS" k _X /'X !'------i- -... __-' A--__ _ FABRIC S-GUAGE2"MESH `1 ... /1 '4?i,'. _-_ �--___-_ '-"X__-�e--..-�t_- -_.�t _ __._-_ _._ 9 § '�-- it ?! ;7> axe IF n .0- 2/25/19 STRETCHER BAR 2/25/19 , I r _- / • I ///--STRETCHER BAR BAND � °�.�'� ,tI.-. 4 4«.:44Z \ I' AT 15"MAX. a ,_ _ LFFt /_ ;tl y t�°� w' --, \\\// E=4, BRACE RAIL PROJECT INFORMATION: / \\-----._ P001376A / -TRUSS ROD CARMAN DRIVE •''ni I 7337 SW KABLE LN L FINISH GRADE �,/X��,� ,,;. �,i\��-,�r\\ :-;r i<;�r;��f</i<;r' TIGARD, OR 97224 f\-j\\/\`,,,,, h r\\/,,,j\\,,,�›\�` \\•-\\,,,,,,,..-",\„" \>//\\, ,; f, ° ,,yr`\„„,../),>'� ° -1./\/>\ \\//,>\)/N \\/,>\)N WASHINGTON COUNTY \/1\,\\1 , p,-2,,' /,{„..././\<,../c„`f\`\ ° ° (/\`r\`,, SHEET TITLE /j 7,./x. ' �/f�\Ka a,'/, � FENCE v � ° F,�, '''j\\1 ° \,> DETAILS , '/\/\ /\` , - /\! SHEET NUMBER. REV. 6 :\\ I° Z \/\ ��\\>_, d f\\fir 1. \/\f,'\% /i\ '� /\,.\\\,//X/\//\//\\, :N 1.4 / /VA/! \/\\/,/ �/A''��/' /�A 2 ACCESS GATE 5°ALE 1 NOT USED NOT TO SCALE , T • 2-0 MATCH EXISTING SURFACE — / _ / '/,./21 /\ • % THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY 8 CONFIDENTIAL TO T-MOBILE \\�J \\/\\ ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO Ii1 - /�/� " EXCAVATION/MAGNETIC � WARNING TAPE T-MOBILE IS STRICTLY PROHIBITED i;o /�,\' TRENCH —PROPOSED T MOBILE HYBRID CABLE \�% COMPACTED FILL ROUTE FROM T-MOBILE CABINET ALONG f • 111111111,10.<:,\,• I ICE BRIDGE AND UP EXISTING MONOPOLE /\ `*\ PER UTILITY CO.REQ. ''XX/'V •i.,: SAND FILL TO T-MOBILE ANTENNA LEVEL .,\//\\,\\�/,\\ (1)2"D CONDUIT FOR POWER , - x iii —<- — ,— \ — _ _ smart _ ` _ x x x f/i i:/ &(1)4"0 CONDUIT FOR FIBER �\ WITH(3)1-114"INNERDUCTS ^ ^ ^ ^ n � •-- UNEXCAVATED AREA j� �� _i-' --HYORID- —HYBRID -�—HYBRID HYBRID HYBRID BIB-41D `�� I`�-,* 0 r� �,.,, \' . INFINIGY I f \ i NOT To �x FROM ZERO TO INFINIGY 3 TRENCH DETAIL SCALE I 61 m 7 I the 50 116TH AVE SE!SUITE ons re10endless - J ._,::_ BELLEVUE,WA 98004 EXISTING ELECTRICAL SERVICE ( ) Y-"l x 11 FROM EXISTING UTILITY PROVIDER s 02/13n9 REVISED 100%CONSTRUCTION DRAWINGS I * 5 12117118 REVISED 100%CONSTRUCTION DRAWINGS (1)2"SCH.40 PVC CONDUIT g'13- I 4 07/10118 REVISED 100%CONSTRUCTION DRAWINGS WITH(3)#3/0(SEE ELECTRICAL SITE PLAN FOR ROUTING) O x - i - 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS E E E E E E - -E E x ~ PROPOSED T-MOBILE FIBER PROPOSED T-MOBILE ® ( } ROUTE FROM FIBER P.O.C. 2 05/15/18s 100%CONSTRUCTION DRAWINGS L METER ENCLOSURE % PROPOSED 7-MOBILE POWER �_ (TBD)TO T-MOBILE H-FRAME 105/10/18 REVISED 90%CONSTRUCTION DRAWINGS ROUTE FROM POWER P.O.C. I I I AT UTILITY VAULT TO p 0426 16 90%CONSTRUCTION DRAWINGS (1)2"SCH.40 PVC CONDUIT WITH(3)#3/0 T-MOBILE H-FRAME REV. DATE REVISION DESCRIPTION DRAWN BY TJB CHECKED BY: PD PROPOSED T-MOBILE 200A,120/240V, 10,3W NEMA 3R DISCONNECTSI _ ", *cam #2 BTCW •• /4 4� i,i' .4,,9°' �" 7,t g3 E \rr" (3)#3/0&(1)#6 GND IN(1) IPROPOSED - 2"SCH.40 PVC CONDUIT •� / PPC CABINET f '� -� 2/25/19 + POWER PANEL O O _ 1+�-, ^�+k .C{.tt ,,"`'fir r+. ,}V. 200A,120/240V,10,3W 200A,208/120 V,30,3W WITH ,\,..,.\s?„,, INTEGRAL Mrs AND TVSS, . Fk WATERPROOF GENERATORFt F:�'°k -� PLUG MOUNTED TO PPC NEMA 3R,DELTA PPC,OR -...,;,.-.._.,;,,_>' APPROVED EQUAL x^`ci ri Ifi "TEw o #2 BTCW TO H-FRAME GROUND ,. .�..•� BAR(DO NOT BEND TO NEUTRAL) •. IPROJECT INFORMATION'. PROPOSED 2"GRC OR LIQUID TIGHT CONDUIT FOR AC POWER I POO 376A (CONTRACTOR TO SUPPLY SIZE/QUANTITY CONDUCTORS PER I CARMAN DRIVE MANUFACTURER SPECIFICATIONS) O 7337 SW KABLE LN I i� T-MOBILE SSC TIGARD, OR 97224 /2P100 WASHINGTON COUNTY NOTE: 1 2P50 CONTRACTOR TO CONFIRM WITH LOCAL ----• • I RECT.1&3 SHEET TITLE UTILITY PROVIDER PRIOR TO CONSTRUCTION ---.2'• I-RECT.2&41 UTILITY ROUTING --2P10---. PLAN & DETAILS • •---[ HEATER I N 2P15 SHEET NUMBER: REV.: #2 BTCW GROUND BAR(DO Lr NOT BEND TO NEUTRAL) -- —. • I GFCI 1 1 E-1 6 2 ELECTRICAL ONE-LINE DIAGRAM "SCA°TI: T°E 'I UTILITY ROUTING PLAN 22"x34"SCALE 1/4"_1 _-- 11"x1T'SCALE.1/8'=1'-0' 4' 3' 2' 1' 0' 4' I 1 GROUNDING SYMBOLSril 0 _ GROUND BAR . : GROUND ROD WITH ACCESS e CHEMICAL GROUND ROD THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY&CONFIDENTIAL TO T-MOBILE ® GROUND ROD ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO T-MOBILE IS STRICTLY PROHIBITED R CADWELD TYPE CONNECTION • COMPRESSION TYPE CONNECTION m GROUNDING WIRE s • 'art TYPICAL:#6 AWG FROM EQUIPMENT TO GROUND BAR;#2 FROM GROUND BAR TO GROUND RING,FROM METER TO GROUND RING,AND FOR GROUND RING. INFINIGY ° FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS TIE INTO EXISTING 3 NOT USED NSOALO 2 05/15/18 100%CONSTRUCTION DRAWINGS GROUND RING 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS LGENERAL GROUNDING NOTES: 0 04/26/18 90%CONSTRUCTION DRAWINGS 1. TO ENSURE PROPER BONDING,ALL CONNECTIONS SHALL BE AS FOLLOWS: REV. DATE REVISION DESCRIPTION —` — — — -#2/0 BARE TINNED SOLID COPPER CONDUCTOR: CADWELD TO RODS OR GROUND RING X-- x x -LUGS AND BUS BAR(UNLESS NOTED OTHERWISE): SANDED CLEAN,COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. DRAWN BY: TJB CHECKED BY: pp --11L. "ii" ALL LUGS SHALL BE COPPER(NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND T� ` ' / °� I/ CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. ¢ -� ), .—� t 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4"PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC \ � �—L� rt CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. �,r '�.= s8 \ I \ I 3. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. .t 4 ''4? %.Z'Y 1 4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8"RADIUS AND NO �IrY. I I I GREATER THAN 90 DEGREES. t t ' ��- - CS I Sn ' 5. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL t--,...2" INSPECT THE GROUNDING SYSTEM. `4` 2/25/19 �, I 1 \ 1 x 6. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF THE TOWER PRIOR TO THE COAX BEND. BONDING IS SHOWN ON THE ICE BRIDGE t, 'L y.. 1 \\I II DUE TO DIFFICULTY WITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBE `:� C ``� t I I ON ICE BRIDGE IF MOUNTING TO TOWER LEG IS POSSIBLE. 's ,,,<-)„,. i.t1 1`. .,; I I 7. BONDING OF THE GROUNDED CONDUCTOR(NEUTRAL)AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING ` 's f ��iii�� JUMPER SHALL BE INSTALLED PER N.E.C.ARTICLE 250-30. �O)"H _ ,_____ 0 1: . ii * I 1 I I , r x j1 PROJECT INFORMATION: ANTENNA ANTENNA ANTENNA 1 x P001376A ISOLATED GROUND I I CARMAN DRIVE ASSOCIATED ASSOCIATED ASSOCIATED O ANTENNA ANTENNA ANTENNA TIE INTO EXISTING o ROD FOR METER 1 EQUIPMENT EQUIPMENT EQUIPMENT 7337 SW KABLE LN MAST MAST MAST GROUND RING x (I.E.RRH/TMA) (I.E.RRH/TMA) (I.E.RRHliMA) k *I� -- TIGARD, OR 97224 = 11 *� #SAWG(TYP.) o- #6 AWG(TYP.) WASHINGTON COUNTY .�v41� -: -- , — x---- -_-_ - x 1 GND BAR GND BAR COVP GND BAR (CIGBE) (CIGBE) (CIGBE) SHEET TITLE: NEAR NEAR NEAR SCHEMATIC GROUNDING ANTENNAS ANTENNAS ANTENNAS N PLANS & NOTES SHEET NUMBER REV. INSULATED GROUND(TYP.) ' GND BAR AT TOP OF TOWER (CIGBE) WITHOUT INSULATORS G 1 6 2 EQUIPMENT GROUNDING PLAN 1 ANTENNA SCHEMATIC GROUNDING SYSTEM & NOTES NOT TO SCALE NOTE: #6 AWG FROM ANTENNA GROUND BARS AT BOTTOM OF EXISTING GRADE CABLE GROUND KIT TOWERS/MONOPOLES SHALL 3/4"CRUSHED STONE, 18"DIAMETER PRECAST WELL \ ONLY USE EXOTHERMIC WELDS. FILL TEST WELL TO WITH SELF SEALING STEEL �1 WITHIN 2"OF TOP. LID.SUBMIT SHOP DRAWINGS FOR APPROVAL ti ti I I li O 0 EXISTING GRADE N GROUND BAR ON WALL,ICE BRIDGE, r— \ — r=M� CADWELD CONCRETE,OR ON I I I THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS 0 ANTENNA TOWER PROPRIETARY 8 CONFIDENTIAL TO T-MOBILE 1''''A TEST LOOP-#2 SOLID ----� 0 •{ tj S,"i t TINNED WIRE ( \/ \. _- ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO s .II0 _� T-MOBILE IS STRICTLY PROHIBITED ro ,= rGROUND#2 AWG BCW RING GROUND#2 AWG O Cod O '1 +) I SOLID,TINNED BCW SOLID,TINNED iligallid < �j`5 �;� o smartink TOWARD SHORTEST PATH TO TOWER GROUNDING SYSTEM CAD WELD O MAIN CONDUCTOR,COPPER CABLE NOTE: GROUND ROD MIMI TOTAL OF 2 WELLS PER SITE COPPER CLAD STEEL I O 518"x10'COPPER CLAD STEEL GROUND ROD -VERIFY LOCATION WITH 5/8"0x10'-0"LONG `TWO HOLE LUG,OR EXOTHERMIC WELD TO BE PROJECT MANAGER. GROUND ROD USED WITH#2 AWG BCW TOH BUILDING SERVICE O CADWELD TYPE"TA" COPPER CLAD STEEL GROUND OR GROUND RING 0 5/8"0x10'-0 LONG GROUND CONDUCTOR SHALL BE ELIMINATED I N F I N I Y CADWELD TYPE"GT" SPACED 6'-0"APART ,2\\:___ WHEN GROUND BAR IS ELECTRICALLY BONDED Oa FROM ZERO TO careenINFINGY TO METAL TOWER/MONOPOLE STRUCTURE the solutions are endless E 210 12 GROUND RING BONDING 11 TEST WELL 10 GROUND ROD 9 GROUND WIRE INSTALLATION 50116LLEVTH E,WA 98 04 NOT TO NOT TO NOT TO NOT TO SCALE SCALE SCALE SCALE BELLEVUE,WA 98004 6 02/13/19 REVISED 100%CONSTRUCTION DRAWINGS 1.) COPPER GROUND BAR,1/4"x 4"x 20",NEWTON INSTRUMENT CO. CAT.NO.B-6142 OR APPROVED EQUAL.HOLE CENTERS TO MATCH 5 12/17/18 REVISED 100%CONSTRUCTION DRAWINGS • • NEMA DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) 2.) 5/8"LOCK WASHERS,NEWTON INSTRUMENT CO. 4 07/10/18 REVISED 100%CONSTRUCTION DRAWINGS FINISHED GRADE OR PAVING. .'; MATCH SLOPE AND THICKNESS CAT.NO.3015-8 OR APPROVED EQUAL 3 05/18/18 REVISED 100%CONSTRUCTION DRAWINGS OF EXISTING CONDITIONS 3.) WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. . CAT NO.A-6056 OR APPROVED EQUAL 2 05/15/1800%CONSTRUCTION DRAWINGS WEED BARRIER 4.) 5/8-11 X 1"HHCS BOLTS,NEWTON INSTRUMENT CO. 1 05/10/18 REVISED 90%CONSTRUCTION DRAWINGS BACKFILL(SAND OR NATIVE SOIL) CAT NO.3012-1 OR APPROVED EQUAL PER ASTM STANDARDS CADWELD 0 04/26/18 90%CONSTRUCTION DRAWINGS — — — — ,�1� (TYP.) el L(.....; RING GROUND#2 S+ REV. DATE REVISION DESCRIPTION AWG SOLID BCW SEE NOTES �- COQ,(«, 4 moi- UNDISTURBED SOIL j 7/16" 3/4 p p pTJB PD DRAWN BY: CHECKED BY: #2 AWG SOLID BCW �� 0 p Y. p p p 0 >„ CABLE TO CABLE CADWELD Q�oaarm, 2" 0 p 0 p (�® _ 01 GROUND RING NOTES: p p 40 l VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER OF © • 0 0 o p 0 0 O .7#' 0,7 - tdry •� � THE FENCE.AT A MINIMUM,ONE VERTICAL POST SHALL BE BONDED TO o I THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE.EACH ' p co 0 X a JI , VERTICAL POST ADJACENT TO A GATE SHALL BE BONDED TO THE RING. r ?r ' GATE JUMPER SHALL BE#4/0 AWG WELDING CABLE OR FLEXIBLE 1" COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END NOTES: DESIGNED FOR EXOTHERMIC WELDING. GROUND BAR AT ANTENNA LEVEL TO BE BONDED DIRECTLY TO TOWER 1. 2/25/19 GATE JUMPER SHALL BE INSTALLED 12"ABOVE FINISHED GRADE AND STRUCTURE;NO INSULATORS USED.GROUND BAR AT BASE OF TOWER c.,:,, 'f - SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN STRUCTURE TO BE ATTACHED WITH INSULATORS.CONNECTION TO TOWER ' GATE IS FULLY OPEN IN EITHER DIRECTION. STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. , !tS, 2f a o , TSIN!CO 6 NOT USED NOTTO 5 TYPICAL GROUND BAR NOT TO ` Pi~ ° • i- 8 GROUND RING TRENCH SCANOTLEG 7 FENCE & GATE GROUNDING SCALEOTSCALE SCALE _ TO ANTENNAS NOTES: DC4 A (TYPICALLY) MONOPOLE 1. DO NOT INSTALL CABLE ANTENNA CABLE j.:S 12"TO 24" GROUND KIT AT A BEND d20"MAX. r AND ALWAYS DIRECT RF CABLE TO ANTENNA I PROJECT INFORMATION RX2 Y TX1/RX1 GROUND WIRE DOWN TO `• ! •,tea � � • • ANTENNA GROUND BAR. ` �� ` I ( ANTENNA WITHOUT INSULATORS, ORSR P001376A COAX JUMPER �� 2. WEATHERPROOFING (SEE NOTEP300FING KIT I GROUND KIT(TYP) BONDED DIRECTLY TO THE CARMAN DRIVE TYPE TA TYPE VN TYPE NC TYPE SS I 1 SHALL BE TWO-PART al . MONOPOLE AT RAD CENTER TAPE KIT.COLD SHRINK CABLE GROUND KIT CABLE #6 AWG(PROVIDED 7337 SW [GABLE LN ♦, CONNECTOR SHALL NOT BE USED. CONNECTOR WITH GROUND KIT TYP) ` I ANTENNA GROUND BAR J WEATHERPROOFING l TIGARD, OR 97224 �'Z' - ♦ `♦ 0JJ` ?�_ KIT(TYP)SEE NOTE 2 #6 AWG STRANDED COPPERGROUND WIRE WITH INSULATORS,AT �� C� (Y � WEA' ITTHERPROOFING GROUND AR).SEE NOTES D1&2 FOR ARF BL) (TYPBOTTOM OF MONOPOLE WASHINGTON COUNTY 6 IPI EXOTHERMIC WELD TYPE W TYPE VS TYPE VB TYPE PT �� GROUND KIT(TYP) RF CABLE TO ANTENNA CABLES t EQUIPMENT AREA VIA SHEET TITLE TO EQUIPMENT(TYP) rpil p #6 AWG NOTES: MONOPOLE TRAY OR ICE BRIDGE Pallid FOUNDATION i it... (� 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND I GROUNDING � • ��;. \''� ANTENNA GROUND BAR, ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. III I . /•( WITHOUT INSULATORS. GROUND RIN / ^' -- DETAILS BONDED DIRECTLY TO 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS TYPE GT TYPE GY TYPE GR TYPE GL ' ' L,,,_ O#2 AWG BCW SOLID MONOPOLE OR TOWER SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. SHEET NUMBER REV. AT ANTENNA LEVEL. ��_ t_TINNED(TYPICAL) 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. ---{'N'^'TO GROUND RING (3_2 6 4 NOT TO NOT TO NOT TO NOT TO VV EXOTHERMIC CONNECTIONS SCALE 3 CABLE GROUND CONNECTIONS SCALE 2 CABLE GROUND KIT SCALE 1 RF CABLE GROUND SCALE Design Factored Shear/Depth Design Factored Moment/Depth 0 500 1000 1500 -150 -100 -50 0 50 0 0 i -5• y 1 5 r i I 1 1 • 1 !, -10 -10 F F _c L w0. -15 n 15 D w 0 -20 _..I... € 25 F T 25 L J 1 j -30 • -30 Shear(k) Moment(k-ft) Nominal and Factored Moment Capacity and Factored Design Loads 0 5000 10000 15000 20000 I" T 7 25000 aute....,,.„t. 1 1 J 20000 <4a A Pu&Mu I Am AnaI I MIP APsI We L J. %law 15000 % ■ Tu&Mu 1Z V .-. ...._.......... .. _...... ................................�. j Y _ ......._.........._..........._._._............_....................... .. 10000 X ` a ! , - - Factored Envelope teeC t..._...._...._...._............I ......._..4.r`''..........._....................... 5000 i `� . Nominal Envelope 1 0 1pA -5000 Moment(k-ft) Caisson Strength Capacity Concrete Compressive Strength (Pc): 4000 psi Vertical Steel Rebar Size#: 8 Vertical Steel Rebar Area: 0.79 in2 #of Vertical Steel Rebars: 36 Vertical Steel Rebar Yield Strength(Fr): 60 ksi Horizontal Tie/Stirrup Size#: 5 Horizontal Tie/Stirrup Area: 0.31 in2 Design Horizontal Tie/Stirrup Spacing: 12.0 in Horizontal Tie/Stirrup Steel Yield Strength(Fr): 60 ksi Rebar Cage Diameter: 76.0 in Strength Bending/Tension Reduction Factor(CB): 0.90 ACI318-05-9.3.2.1 Strength Shear Reduction Factor(4,v): 0.75 ACI318-05-9.3.2.3 Strength Compression Reduction Factor(4)v): 0.65 ACI318-05-9.3.2.2 Steel Elastic Modulus: 29000 ksi Design Moment(Mc): 1106.6 k-ft Nominal Moment Capacity(4BMn): 4756.5 k-ft-ACI318-005-10.2 M„/4BMn: 0.23 Result: OK Design Shear(V,): 99.4 k Nominal Shear Capacity((kVn): 528.4 k-ACI318-05-11.3.1.1 or 11.5.7.2 Vu/4\/V„: 0.19 Result: OK Design Tension (Tu): 0.0 k Nominal Tension Capacity(iTTn): 1535.8 k-AC1318-05-10.2 TU/4TTn: 0.00 Result: OK Design Compression(Pa): 104.9 k Nominal Compression Capacity((l)PPn): 9747.6 k-ACI318-05-10.3.6.2 PAPPn: 0.01 Result: OK Bending Reinforcement Ratio: 0.005 ACI318-05-10.8.4&10.9.1 MU4BMn+TU/4TTn: 0.23 Result: OK Site Name: POR Metzger Program Last Updated: 5/13/2014 Site Number: 27690 American Tower Corporation Engineer: AHB Engineering Number: REVO1 Date: 06/15/181;‘ W Design Base Loads(Factored)-Analysis per TIA-222-G Standards =Ti=Iii-u IE=WEfTT t Analyze or Design a Foundation? Analyze Foundation Mapped: N 01 L Moment(M): 1098.7 k-ft V Shear/Leg(V): 14.3 k Axial Load (P): 56.9 k Uplift/Leg(U): 0.0 k Tower Type(GT/SST/MP): MP Diameter of Caisson (d): 7.0 ft Caisson Embedment(L-h): 26.0 ft Engineer Notes Caisson Height Above Ground (h): 0.5 ft Depth Below Ground Surface to Water Table(w): 7.0 ft Unit Weight of Concrete: 150.0 pcf Unit Weight of Water: 62.4 pcf Tension Skin Friction/Compression Skin Friction: 1.00 Pullout Angle: 30.0 degrees Soil Mechanical Properties Depth (ft) Cohesion Ultimate Skin Ultimate Bearing Top Bottom (pcf) (psf) (degree) Friction(psf) Pressure(psf) 0.0 2.0 110 0 0 0 0 2.0 7.0 110 0 30 210 0 7.0 15.0 110 0 30 370 0 15.0 25.0 110 0 30 430 0 25.0 30.0 110 0 30 275 3000 Required Embedment: 18.7 ft-OK,Caisson Embedment Satisfactory Volume of Concrete: 1019.8 ft3 = 37.8 yd3 Weight of Concrete(Buoyancy Effect Considered): 107.3 k Average Soil Unit Weight: 64.4 pcf Skin Friction Resistance: 188.8 k Compressive Bearing Resistance: 115.5 k Pullout Weight(Minus Concrete Weight): 671.5 k Nominal Uplift Capacity per Leg(4)Tn): 222.1 k Nominal Compressive Capacity per Leg(45P ): 228.2 k P°' 104.9 k T"/ksTn: 0.00 Result: OK P"/i)SP 0.46 Result: OK Total Lateral Resistance: 1535.0 k Inflection Point(Below Ground Surface): 17.2 ft Design Overturning Moment At Inflection Point(MD): 1352.5 k-ft Nominal Moment Capacity(45M„): 6043.4 k-ft MD/4SMn: 0.22 Result: OK O5' 0.75 Site Number: 27690 Site Name: POR Metzger Job Number: REVO1' Engineer: AMB Date: 6/15/201.8 Base Plate and Bolt Analysis Moment: 1098.7 k-ft Shear/Leg: 14.3 k Compression/Leg: 27.6 k TIA-222 Code Revision (F/G): G Anchor Bolts Anchor Bolt Arrangement: Round Anchor Bolt Yield Strength: 75 ksi Monopole Shaft Diameter(Across Flats): 52,6 in Anchor Bolt Ultimate Strength: 100 ksi Lower Monopole Thickness: 0.375 in Anchor Bolt Diameter: 2.25 in #of Sides of Pole: 18 Anchor Bolt Circle: 59.25 in Monopole Shaft Yield Strength: 65 ksi #of Anchor Bolts: 16 Baseplate Diameter/Length: 65.00 Minimum Anchor Bolt Separation: 6.00 in Base Plate Thickness: 2.00 in Additional Anchor Bolts Installed: N Base Plate Yield Strength: 50 ksi Baseplate Detail Type: 0 Include Plate Thickness Beyond Bolt Circle: Y Stress Increase: 1.00, Fillet Weld Size: 0.375 in Weld Type(CJP or F/F): OP Weld Strength: 70 ksi Baseplate Flexural Capacity ! Baseplate Shear Capacity Failure Effective Moment S/Z Capacity Usage Shear Area Capacity Usage Mode: Width(in) (k-in) (in') (k-in) (k) (in') (k) AA 31.25 303.2 31.2 1406.2 0.22 163.5 62.5 1687.4 0.10 AB 38.54 539.6 38.5 1734.4 0.31 163.5 77.1 2081.3 0.08 BA 29.62 236.8 29.6 1332.9 0.18 163.5 59.2 1599.5 0.10 BB 35.11 444.8 35.1 1579.8 0.28 163.5 70.2 1895.7 0.09 Anchor Bolt Capacity Area of Bolt: 3.25 in2 I Inertia of Bolt: 0.84 in4 Total Bolt Inertia: 22815.8 in4 Maximum Bolt Tension: 53.9 k Maximum Bolt Compression: 57.3 k Bolt Shear: 0.9 k Tensile Bolt Capacity: 259.8 k Compressive Bolt Capacity: 259.8 k Shear Bolt Capacity: 140.3 k Interaction Equation: 0.23 Result: OK Base Weld Capacity Force/Weld: 4.8 k/in Weld Capacity: 26.6 k/in Interaction Equation: 0.18 Result: OK SES Base Plate Design Moment: 190.2 k-in Design Stress: 18.4 ksi SES Base Plate Allowable Stress/Moment Capacity: 464.9 ksi/k-in Usage: 0.41 Moment Factor: 2.84 Length Factor: 3.73 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IPLLC. All nghtsreserved. Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KGI Base Summary Reactions - Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip-ft) (kip) (kip) (kip-ft) (kip) (kip) Design% 1,098.65 56.87 14.30 Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn (ksi) (in) (in) Style Sides (in) Len(in) (kip-in)) (kip-in) Ratio 50.0 2.000 65.000 Round 0 0.00 38.929 557.79 1751.79 0.32 Anchor Bolts Start -- Compression - Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow g Force Allow Circle Bolts Bolt Type Dia(in) (ksi) (ksi) Arrange Dist(in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 59.25 16 2.25"18J 2.25 75.00 100.00 Radial 0.00 0.0 59.18 260.00 0.23 52.07 260.00 0.21 Page: 21 Site Number: 27690 Code: ANSIITIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KG Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips)p ) (ft-kips) (ft-kips) (ft) Ratio 1.2D+1.6W 14.30 0.00 27.60 0.00 0.00 1098.65 0.00 0.25 0.9D+1.6W 14.30 0.00 20.70 0.00 0.00 1094.07 0.00 0.25 1.2D+1.0Di+1.0Wi 1.64 0.00 56.87 0.00 0.00 122.90 0.00 0.04 (1.2+0.2Sds)*DL+E ELFM 7.48 0.00 29.36 0.00 0.00 583.73 0.00 0.14 (1.2+0.2Sds)*DL+E EMAM 8.92 0.00 29.36 0.00 0.00 768.75 0.00 0.18 (0.9-0.2Sds)*DL+E ELFM 7.47 0.00 16.53 0.00 0.00 579.44 0.00 0.13 (0.9 -0.2Sds)*DL+E EMAM 8.92 0.00 16.52 0.00 0.00 762.62 0.00 0.18 1.0D+1.0W 3.72 0.00 23.01 0.00 0.00 285.03 0.00 0.07 Page: 20 Site Number: 27690 Code: ANSI/TIA-222-G O 2007-2018 by ATC IP LLC. All nghts reserved. Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KGI Load Case (0.9 - 0.2Sds) * DL+ E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn phinMn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -16.52 -8.92 0.00 -762.62 0.00 762.62 4,138.68 2,069.34 8,889.50 4,451.36 0.00 0.00 0.175 5.00 -15.67 -8.86 0.00 -718.03 0.00 718.03 4,045.46 2,022.73 8,373.15 4,192.80 0.03 -0.05 0.175 10.00 -14.85 -8.78 0.00 -673.74 0.00 673.74 3,948.02 1,974.01 7,862.97 3,937.33 0.11 -0.10 0.175 15.00 -14.05 -8.69 0.00 -629.85 0.00 629.85 3,846.37 1,923.18 7,359.95 3,685.45 0.24 -0.15 0.175 20.00 -13.29 -8.59 0.00 -586.40 0.00 586.40 3,740.49 1,870.25 6,865.07 3,437.64 0.43 -0.21 0.174 25.00 -12.55 -8.48 0.00 -543.44 0.00 543.44 3,630.40 1,815.20 6,379.33 3,194.41 0.69 -0.27 0.174 30.00 -11.84 -8.37 0.00 -501.02 0.00 501.02 3,516.09 1,758.04 5,903.71 2,956.24 1.01 -0.33 0.173 35.00 -11.16 -8.25 0.00 -459.18 0.00 459.18 3,397.56 1,698.78 5,439.21 2,723.65 1.39 -0.40 0.172 40.00 -10.51 -8.13 0.00 -417.93 0.00 417.93 3,274.80 1,637.40 4,986.80 2,497.11 1.85 -0.47 0.171 45.00 -10.10 -8.06 0.00 -377.29 0.00 377.29 3,117.44 1,558.72 4,503.58 2,255.14 2.38 -0.54 0.171 48.25 -9.70 -7.98 0.00 -351.10 0.00 351.10 3,008.98 1,504.49 4,194.07 2,100.15 2.77 -0.60 0.170 50.00 -8.98 -7.85 0.00 -337.13 0.00 337.13 2,950.58 1,475.29 4,031.98 2,018.99 3.00 -0.62 0.170 53.25 -8.77 -7.82 0.00 -311.61 0.00 311.61 2,908.44 1,454.22 3,917.00 1,961.41 3.44 -0.68 0.162 55.00 -8.20 -7.73 0.00 -297.93 0.00 297.93 2,850.04 1,425.02 3,760.40 1,883.00 3.69 -0.71 0.161 60.00 -7.65 -7.65 0.00 -259.29 0.00 259.29 2,683.18 1,341.59 3,330.59 1,667.77 4.48 -0.79 0.158 65.00 -7.13 -7.57 0.00 -221.04 0.00 221.04 2,516.32 1,258.16 2,926.86 1,465.60 5.35 -0.87 0.154 70.00 -6.64 -7.47 0.00 -183.20 0.00 183.20 2,349.46 1,174.73 2,549.20 1,276.50 6.30 -0.95 0.146 75.00 -6.18 -7.32 0.00 -145.86 0.00 145.86 2,182.60 1,091.30 2,197.63 1,100.45 7.34 -1.03 0.135 80.00 -3.79 -6.24 0.00 -109.27 0.00 109.27 2,015.74 1,007.87 1,872.13 937.46 8.47 -1.11 0.118 85.00 -3.42 -5.94 0.00 -78.07 0.00 78.07 1,848.87 924.44 1,572.72 787.53 9.68 -1.19 0.101 90.00 -3.08 -5.55 0.00 -48.36 0.00 48.36 1,682.01 841.01 1,299.38 650.66 10.97 -1.25 0.076 95.00 -2.83 -5.15 0.00 -20.62 0.00 20.62 1,515.15 757.58 1,052.12 526.84 12.31 -1.30 0.041 99.00 0.00 -5.09 0.00 0.00 0.00 0.00 1,381.66 690.83 873.09 437.20 13.41 -1.32 0.000 Page: 19 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10A1:12 AM Customer: KGI Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -29.36 -8.92 0.00 -768.75 0.00 768.75 4,138.68 2,069.34 8,889.50 4,451.36 0.00 0.00 0.180 5.00 -27.85 -8.87 0.00 -724.13 0.00 724.13 4,045.46 2,022.73 8,373.15 4,192.80 0.03 -0.05 0.180 10.00 -26.39 -8.81 0.00 -679.76 0.00 679.76 3,948.02 1,974.01 7,862.97 3,937.33 0.11 -0.10 0.179 15.00 -24.99 -8.73 0.00 -635.74 0.00 635.74 3,846.37 1,923.18 7,359.95 3,685.45 0.24 -0.16 0.179 20.00 -23.63 -8.64 0.00 -592.11 0.00 592.11 3,740.49 1,870.25 6,865.07 3,437.64 0.44 -0.21 0.179 25.00 -22.33 -8.54 0.00 -548.93 0.00 548.93 3,630.40 1,815.20 6,379.33 3,194.41 0.69 -0.27 0.178 30.00 -21.08 -8.43 0.00 -506.25 0.00 506.25 3,516.09 1,758.04 5,903.71 2,956.24 1.02 -0.34 0.177 35.00 -19.88 -8.32 0.00 -464.10 0.00 464.10 3,397.56 1,698.78 5,439.21 2,723.65 1.41 -0.40 0.176 40.00 -18.73 -8.20 0.00 -422.52 0.00 422.52 3,274.80 1,637.40 4,986.80 2,497.11 1.87 -0.48 0.175 45.00 -18.00 -8.14 0.00 -381.50 0.00 381.50 3,117.44 1,558.72 4,503.58 2,255.14 2.41 -0.55 0.175 48.25 -17.30 -8.07 0.00 -355.05 0.00 355.05 3,008.98 1,504.49 4,194.07 2,100.15 2.80 -0.60 0.175 50.00 -16.02 -7.93 0.00 -340.93 0.00 340.93 2,950.58 1,475.29 4,031.98 2,018.99 3.02 -0.63 0.174 53.25 -15.65 -7.90 0.00 -315.15 0.00 315.15 2,908.44 1,454.22 3,917.00 1,961.41 3.47 -0.68 0.166 55.00 -14.64 -7.81 0.00 -301.31 0.00 301.31 2,850.04 1,425.02 3,760.40 1,883.00 3.73 -0.72 0.165 60.00 -13.67 -7.74 0.00 -262.25 0.00 262.25 2,683.18 1,341.59 3,330.59 1,667.77 4.52 -0.80 0.162 65.00 -12.76 -7.66 0.00 -223.55 0.00 223.55 2,516.32 1,258.16 2,926.86 1,465.60 5.40 -0.88 0.158 70.00 -11.89 -7.56 0.00 -185.25 0.00 185.25 2,349.46 1,174.73 2,549.20 1,276.50 6.37 -0.96 0.150 75.00 -11.08 -7.41 0.00 -147.45 0.00 147.45 2,182.60 1,091.30 2,197.63 1,100.45 7.42 -1.05 0.139 80.00 -6.83 -6.30 0.00 -110.39 0.00 110.39 2,015.74 1,007.87 1,872.13 937.46 8.56 -1.13 0.121 85.00 -6.17 -6.00 0.00 -78.87 0.00 78.87 1,848.87 924.44 1,572.72 787.53 9.78 -1.20 0.104 90.00 -5.56 -5.60 0.00 -48.86 0.00 48.86 1,682.01 841.01 1,299.38 650.66 11.08 -1.27 0.078 95.00 -5.11 -5.21 0.00 -20.83 0.00 20.83 1,515.15 757.58 1,052.12 526.84 12.43 -1.32 0.043 99.00 0.00 -5.09 0.00 0.00 0.00 0.00 1,381.66 690.83 873.09 437.20 13.55 -1.33 0.000 Page: 18 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018byATC IPLLC All rights reserved. Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KGI 23,006 32.648 19.115 13.345 19.251 8,947 30,912 Load Case (0.9 -0.2Sds)* DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Base Weight Horizontal Vertical Force Force Segment (ft) (Ib) a b c Saz (Ib) (lb) 22 97.00 337 1.814 1.605 1.002 1.335 390 255 21 92.50 455 1.650 0.942 0.740 0.993 392 344 20 87.50 493 1.476 0.445 0.515 0.685 293 373 19 82.50 532 1.312 0.138 0.347 0.452 208 402 18 77.50 597 1.158 -0.031 0.225 0.290 150 451 17 72.50 635 1.014 -0.106 0.138 0.190 105 480 16 67.50 673 0.879 -0.121 0.079 0.143 83 509 15 62.50 711 0.753 -0.102 0.041 0.133 82 538 14 57.50 749 0.638 -0.066 0.019 0.143 93 567 13 54.13 271 0.565 -0.040 0.011 0.154 36 205 12 51.63 947 0.514 -0.021 0.008 0.161 132 717 11 49.13 524 0.465 -0.004 0.006 0.167 76 396 10 46.63 531 0.419 0.012 0.006 0.172 79 402 9 42.50 849 0.348 0.033 0.009 0.174 128 642 8 37.50 887 0.271 0.051 0.015 0.168 129 671 7 32.50 925 0.204 0.062 0.023 0.156 125 700 6 27.50 963 0.146 0.068 0.031 0.141 118 729 5 22.50 1,002 0.098 0.071 0.037 0.126 109 758 4 17.50 1,040 0.059 0.072 0.041 0.112 101 787 3 12.50 1,078 0.030 0.068 0.041 0.098 92 815 2 7.50 1,116 0.011 0.056 0.033 0.077 74 844 1 2.50 1,155 0.001 0.026 0.014 0.035 35 873 Platform w/Rail 99.00 2,500 1.890 1.980 1.140 1.508 3,266 1,891 Amphenal BXA-70080/8 99.00 276 1.890 1.980 1.140 1.508 361 209 Ericsson RRUSA2 Mod 99.00 254 1.890 1.980 1.140 1.508 332 192 ALU RR l 2x60 99.00 300 1.890 1.980 1.140 1.508 392 227 ALU RRH 4x30-4T4R B1 99.00 172 1.890 1.980 1.140 1.508 224 130 ALU RRH 4x30-4T4R B2 99.00 153 1.890 1.980 1.140 1.508 200 116 10"x7"x2"TMA 99.00 180 1.890 1.980 1.140 1.508 235 136 OVP Junction Box 99.00 60 1.890 1.980 1.140 1.508 78 45 Sector Frames 80.00 1,500 1.234 0.039 0.281 0.362 471 1,135 Nokia M IM O B25+B66 w 80.00 759 1.234 0.039 0.281 0.362 238 574 Corn mscope FFHH-65C- 80.00 383 1.234 0.039 0.281 0.362 120 290 23,006 32.648 19.115 13.345 19.251 8,947 17,401 Page: 17 Site Number: 27690 Code: ANSI/TIA-222-G 02007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KG Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11,12&15 and ANSI/TIA-G,section 2.7) Spectral Response Acceleration for Short Period(Se): 0.97 Spectral Response Acceleration at 1.0 Second Period(S1): 0.42 Importance Factor(la): 1.00 Site Coefficient Fa: 1.11 Site Coefficient F, 1.58 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S cis): 0.72 Desing Spectral Response Acceleration at 1.0 Second Period(So): 0.44 Period Based on Rayleigh Method(sec): 1.18 Redundancy Factor(p): 1.30 Load Case (1.2+ 0.2Sds)* DL+ E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Pb) a b c Saz (lb) (lb) 22 97.00 337 1.814 1.605 1.002 1.335 390 452 21 92.50 455 1.650 0.942 0.740 0.993 392 612 20 87.50 493 1.476 0.445 0.515 0.685 293 663 19 82.50 532 1.312 0.138 0.347 0.452 208 714 18 77.50 597 1.158 -0.031 0.225 0.290 150 801 17 72.50 635 1.014 -0.106 0.138 0.190 105 853 16 67.50 673 0.879 -0.121 0.079 0.143 83 904 15 62.50 711 0.753 -0.102 0.041 0.133 82 956 14 57.50 749 0.638 -0.066 0.019 0.143 93 1,007 13 54.13 271 0.565 -0.040 0.011 0.154 36 365 12 51.63 947 0.514 -0.021 0.008 0.161 132 1,273 11 49.13 524 0.465 -0.004 0.006 0.167 76 703 10 46.63 531 0.419 0.012 0.006 0.172 79 714 9 42.50 849 0.348 0.033 0.009 0.174 128 1,140 8 37.50 887 0.271 0.051 0.015 0.168 129 1,192 7 32.50 925 0.204 0.062 0.023 0.156 125 1,243 6 27.50 963 0.146 0.068 0.031 0.141 118 1,295 5 22.50 1,002 0.098 0.071 0.037 0.126 109 1,346 4 17.50 1,040 0.059 0.072 0.041 0.112 101 1,397 3 12.50 1,078 0.030 0.068 0.041 0.098 92 1,449 2 7.50 1,116 0.011 0.056 0.033 0.077 74 1,500 1 2.50 1,155 0.001 0.026 0.014 0.035 35 1,551 Platform w/Rail 99.00 2,500 1.890 1.980 1.140 1.508 3,266 3,359 Amphenal BXA-70080/8 99.00 276 1.890 1.980 1.140 1.508 361 371 Ericsson RRUS A2 Mod 99.00 254 1.890 1.980 1.140 1.508 332 341 ALU RRH 2x60 99.00 300 1.890 1.980 1.140 1.508 392 403 ALU RRH 4x30-414R B1 99.00 172 1.890 1.980 1.140 1.508 224 231 ALU RRH 4x30-4T4R B2 99.00 153 1.890 1.980 1.140 1.508 200 206 10"x7"x2"TMA 99.00 180 1.890 1.980 1.140 1.508 235 242 OVP Junction Box 99.00 60 1.890 1.980 1.140 1.508 78 81 Sector Frames 80.00 1,500 1.234 0.039 0.281 0.362 471 2,015 Nokia M IM O 1325+1366 w 80.00 759 1.234 0.039 0.281 0.362 238 1,020 Com m s cope FFHH-65C- 80.00 383 1.234 0.039 0.281 0.362 120 514 Page: 16 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KGI Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -16.53 -7.47 0.00 -579.44 0.00 579.44 4,138.68 2,069.34 8,889.50 4,451.36 0.00 0.00 0.134 5.00 -15.68 -7.46 0.00 -542.07 0.00 542.07 4,045.46 2,022.73 8,373.15 4,192.80 0.02 -0.04 0.133 10.00 -14.86 -7.43 0.00 -504.77 0.00 504.77 3,948.02 1,974.01 7,862.97 3,937.33 0.08 -0.08 0.132 15.00 -14.06 -7.37 0.00 -467.64 0.00 467.64 3,846.37 1,923.18 7,359.95 3,685.45 0.18 -0.12 0.131 20.00 -13.30 -7.29 0.00 -430.79 0.00 430.79 3,740.49 1,870.25 6,865.07 3,437.64 0.33 -0.16 0.129 25.00 -12.57 -7.19 0.00 -394.35 0.00 394.35 3,630.40 1,815.20 6,379.33 3,194.41 0.52 -0.20 0.127 30.00 -11.86 -7.06 0.00 -358.42 0.00 358.42 3,516.09 1,758.04 5,903.71 2,956.24 0.75 -0.25 0.125 35.00 -11.19 -6.91 0.00 -323.13 0.00 323.13 3,397.56 1,698.78 5,439.21 2,723.65 1.04 -0.29 0.122 40.00 -10.54 -6.74 0.00 -288.58 0.00 288.58 3,274.80 1,637.40 4,986.80 2,497.11 1.37 -0.34 0.119 45.00 -10.13 -6.62 0.00 -254.89 0.00 254.89 3,117.44 1,558.72 4,503.58 2,255.14 1.76 -0.39 0.116 48.25 -9.74 -6.49 0.00 -233.38 0.00 233.38 3,008.98 1,504.49 4,194.07 2,100.15 2.04 -0.43 0.114 50.00 -9.02 -6.23 0.00 -222.02 0.00 222.02 2,950.58 1,475.29 4,031.98 2,018.99 2.20 -0.45 0.113 53.25 -8.81 -6.16 0.00 -201.76 0.00 201.76 2,908.44 1,454.22 3,917.00 1,961.41 2.52 -0.48 0.106 55.00 -8.24 -5.93 0.00 -190.98 0.00 190.98 2,850.04 1,425.02 3,760.40 1,883.00 2.70 -0.50 0.104 60.00 -7.70 -5.68 0.00 -161.36 0.00 161.36 2,683.18 1,341.59 3,330.59 1,667.77 3.25 -0.55 0.100 65.00 -7.19 -5.42 0.00 -132.95 0.00 132.95 2,516.32 1,258.16 2,926.86 1,465.60 3.86 -0.60 0.094 70.00 -6.71 -5.15 0.00 -105.84 0.00 105.84 2,349.46 1,174.73 2,549.20 1,276.50 4.51 -0.65 0.086 75.00 -6.26 -4.88 0.00 -80.07 0.00 80.07 2,182.60 1,091.30 2,197.63 1,100.45 5.22 -0.70 0.076 80.00 -3.87 -3.30 0.00 -55.69 0.00 55.69 2,015.74 1,007.87 1,872.13 937.46 5.97 -0.74 0.061 85.00 -3.50 -3.03 0.00 -39.17 0.00 39.17 1,848.87 924.44 1,572.72 787.53 6.77 -0.78 0.052 90.00 -3.16 -2.76 0.00 -24.00 0.00 24.00 1,682.01 841.01 1,299.38 650.66 7.60 -0.81 0.039 95.00 -2.91 -2.55 0.00 -10.19 0.00 10.19 1,515.15 757.58 1,052.12 526.84 8.47 -0.83 0.021 99.00 0.00 -2.51 0.00 0.00 0.00 0.00 1,381.66 690.83 873.09 437.20 9.17 -0.84 0.000 Page: 15 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC All nghts reserved. Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KG! Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -29.36 -7.48 0.00 -583.73 0.00 583.73 4,138.68 2,069.34 8,889.50 4,451.36 0.00 0.00 0.138 5.00 -27.85 -7.47 0.00 -546.35 0.00 546.35 4,045.46 2,022.73 8,373.15 4,192.80 0.02 -0.04 0.137 10.00 -26.40 -7.45 0.00 -508.98 0.00 508.98 3,948.02 1,974.01 7,862.97 3,937.33 0.08 -0.08 0.136 15.00 -25.00 -7.40 0.00 -471.75 0.00 471.75 3,846.37 1,923.18 7,359.95 3,685.45 0.18 -0.12 0.135 20.00 -23.65 -7.32 0.00 -434.77 0.00 434.77 3,740.49 1,870.25 6,865.07 3,437.64 0.33 -0.16 0.133 25.00 -22.35 -7.22 0.00 -398.16 0.00 398.16 3,630.40 1,815.20 6,379.33 3,194.41 0.52 -0.20 0.131 30.00 -21.10 -7.10 0.00 -362.03 0.00 362.03 3,516.09 1,758.04 5,903.71 2,956.24 0.76 -0.25 0.128 35.00 -19.90 -6.96 0.00 -326.52 0.00 326.52 3,397.56 1,698.78 5,439.21 2,723.65 1.05 -0.30 0.126 40.00 -18.76 -6.79 0.00 -291.72 0.00 291.72 3,274.80 1,637.40 4,986.80 2,497.11 1.38 -0.35 0.123 45.00 -18.04 -6.68 0.00 -257.76 0.00 257.76 3,117.44 1,558.72 4,503.58 2,255.14 1.78 -0.40 0.120 48.25 -17.33 -6.55 0.00 -236.06 0.00 236.06 3,008.98 1,504.49 4,194.07 2,100.15 2.06 -0.43 0.118 50.00 -16.06 -6.29 0.00 -224.60 0.00 224.60 2,950.58 1,475.29 4,031.98 2,018.99 2.22 -0.45 0.117 53.25 -15.69 -6.22 0.00 -204.15 0.00 204.15 2,908.44 1,454.22 3,917.00 1,961.41 2.54 -0.49 0.109 55.00 -14.68 -5.99 0.00 -193.27 0.00 193.27 2,850.04 1,425.02 3,760.40 1,883.00 2.72 -0.51 0.108 60.00 -13.72 -5.74 0.00 -163.34 0.00 163.34 2,683.18 1,341.59 3,330.59 1,667.77 3.28 -0.56 0.103 65.00 -12.82 -5.49 0.00 -134.63 0.00 134.63 2,516.32 1,258.16 2,926.86 1,465.60 3.89 -0.61 0.097 70.00 -11.96 -5.22 0.00 -107.20 0.00 107.20 2,349.46 1,174.73 2,549.20 1,276.50 4.56 -0.66 0.089 75.00 -11.16 -4.94 0.00 -81.11 0.00 81.11 2,182.60 1,091.30 2,197.63 1,100.45 5.27 -0.70 0.079 80.00 -6.92 -3.35 0.00 -56.41 0.00 56.41 2,015.74 1,007.87 1,872.13 937.46 6.03 -0.75 0.064 85.00 -6.25 -3.07 0.00 -39.68 0.00 39.68 1,848.87 924.44 1,572.72 787.53 6.84 -0.79 0.054 90.00 -5.64 -2.80 0.00 -24.32 0.00 24.32 1,682.01 841.01 1,299.38 650.66 7.68 -0.82 0.041 95.00 -5.20 -2.58 0.00 -10.33 0.00 10.33 1,515.15 757.58 1,052.12 526.84 8.55 -0.84 0.023 99.00 0.00 -2.51 0.00 0.00 0.00 0.00 1,381.66 690.83 873.09 437.20 9.26 -0.85 0.000 Page: 14 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC All nghts reserved. Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KGI Amphenal BXA-70080/8 99.00 276 130 0.024 Ericsson RRUS A2 Mod 99.00 163 371 254 120 0.022 163 341 ALU RRH 2x60 99.00 300 142 0.026 ALU RRH 4x30-4T4R B1 99.00 172 110 403 81 0.015 1 ALU RRH 4x30-4T4R B2 99.00 9 8 206 153 72 0.013 98 206 10"x7"x2"TMA 99.00 180 OVP Junction Box 85 0.015 1 242 99.00 39 60 28 0.005 39 81 Sector Frames 80.00 1,500 533 0.097 Nokia MIMO B25+B66 w 80.00 759 725 2,0 Commscope FFHH-65C-R 80.00 236 0.025 367 1,020 0 383 136 0.025 185 514 23,006 5,490 1.000 7,473 30,912 Load Case (0.9 -0.2Sds)* DL+ E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight Wz Force Force Segment (ft) (lb) (lb-ft) C„x (Ib) (Ib) 22 97.00 337 21 155 0.028 211 255 92.50 455 196 0.036 267 344 20 87.50 493 19 198 0.036 269 373 18 82.50 532 197 0.036 268 17 77.50 597 203 0.037 276 402 72.50 635 198 0.0364510 16 269 480 15 67.50 673 190 0.035 259 509 62.50 14 57.50 711 181 0.033 247 538 13 749 171 0.031 233 567 12 54.13 271 57 0.010 51.63 947 78 205 187 0.034 255 11 49.13 717 10 524 97 0.018 132 9 46.63 531 92 0.017 125 396 8 42.50 849 129 0.024 176 402 642 37.50 7 887 114 0.021 155 671 32.50 925 98 0.018 134 700 6 27.50 963 82 0.015 5 22.50 1,00265 0.012 88 188 729 4758 17.50 1,040 48 0.009 66 787 3 12.50 1,078 2 32 0.006 43 815 7.50 1,116 17 0.003 23 844 1 2.50 1,155 Platform w/Rail 4 0.001 5 873 99.00 2,500 1,182 0.215 1,608 1,891 Amphenal BXA-70080/8 99.00 276 130 0.024 Ericsson RRUS A2 Mod 99.00 254 178 292 142 0.026 193 ALU RRH 2x60 27 99.00 2 300 142 0.026 193 Y27 ALU RRH 4x30-4T4R B1 99.00 172 81 0.015 ALU RRH 4x30-4T4R B2 99.00 153198 130 72 10"x7"x2"TMA0.013 6 1 99.00 180 85 0.015 1116 1336 6 OVP Junction Box 99.00 60 28 0.005 Sector Frames 80.00 1,500 39 45 Nokia MIMO B25+B66 w 270 0.049 725 1, 74 80.00 5 759 270 0.049 367 574 Commscope FFHH-65C-R 80.00 383 136 0.025 185 290 23,006 5,490 1.000 7,473 17,401 Page: 13 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KGI Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11,12,15) Spectral Response Acceleration for Short Period(S5): 0.97 Spectral Response Acceleration at 1.0 Second Period(Si): 0.42 Long-Period Transition Period(TO: 16 Importance Factor(IE): 1.00 Site Coefficient Fa: 1.11 Site Coeffiecient Fv: 1.58 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(Sds): 0.72 Design Spectral Response Acceleration at 1.0 Second Period(Sal): 0.44 Seismic Response Coefficient(Cs): 0.25 Upper Limit Cs 0.25 Lower Limit Cs 0.03 Period based on Rayleigh Method(sec): 1.18 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.34 Total Unfactored Dead Load: 23.01 k Seismic Base Shear(E): 7.47 k Load Case (1.2+ 0.2Sds)* DL+ E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (lb-ft) Cy), (lb) (lb) 22 97.00 337 155 0.028 211 452 21 92.50 455 196 0.036 267 612 20 87.50 493 198 0.036 269 663 19 82.50 532 197 0.036 268 714 18 77.50 597 203 0.037 276 801 17 72.50 635 198 0.036 269 853 16 67.50 673 190 0.035 259 904 15 62.50 711 181 0.033 247 956 14 57.50 749 171 0.031 233 1,007 13 54.13 271 57 0.010 78 365 12 51.63 947 187 0.034 255 1,273 11 49.13 524 97 0.018 132 703 10 46.63 531 92 0.017 125 714 9 42.50 849 129 0.024 176 1,140 8 37.50 887 114 0.021 155 1,192 7 32.50 925 98 0.018 134 1,243 6 27.50 963 82 0.015 111 1,295 5 22.50 1,002 65 0.012 88 1,346 4 17.50 1,040 48 0.009 66 1,397 3 12.50 1,078 32 0.006 43 1,449 2 7.50 1,116 17 0.003 23 1,500 1 2.50 1,155 4 0.001 5 1,551 Platform w/Rail 99.00 2,500 1,182 0.215 1,608 3,359 Page: 12 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IPLLC All rights reserved. Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KGI Load Case: 1.0D+1.0W Serviceability 60 mph 16 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -23.01 -3.72 0.00 -285.03 0.00 285.03 4,138.68 2,069.34 8,889.50 4,451.36 0.00 0.00 0.070 5.00 -21.85 -3.63 0.00 -266.44 0.00 266.44 4,045.46 2,022.73 8,373.15 4,192.80 0.01 -0.02 0.069 10.00 -20.73 -3.55 0.00 -248.27 0.00 248.27 3,948.02 1,974.01 7,862.97 3,937.33 0.04 -0.04 0.068 15.00 -19.65 -3.47 0.00 -230.53 0.00 230.53 3,846.37 1,923.18 7,359.95 3,685.45 0.09 -0.06 0.068 20.00 -18.61 -3.39 0.00 -213.20 0.00 213.20 3,740.49 1,870.25 6,865.07 3,437.64 0.16 -0.08 0.067 25.00 -17.61 -3.31 0.00 -196.25 0.00 196.25 3,630.40 1,815.20 6,379.33 3,194.41 0.25 -0.10 0.066 30.00 -16.64 -3.24 0.00 -179.68 0.00 179.68 3,516.09 1,758.04 5,903.71 2,956.24 0.37 -0.12 0.066 35.00 -15.72 -3.17 0.00 -163.47 0.00 163.47 3,397.56 1,698.78 5,439.21 2,723.65 0.51 -0.15 0.065 40.00 -14.83 -3.10 0.00 -147.63 0.00 147.63 3,274.80 1,637.40 4,986.80 2,497.11 0.68 -0.17 0.064 45.00 -13.98 -3.04 0.00 -132.14 0.00 132.14 3,117.44 1,558.72 4,503.58 2,255.14 0.87 -0.20 0.063 48.25 -13.45 -3.00 0.00 -122.27 0.00 122.27 3,008.98 1,504.49 4,194.07 2,100.15 1.01 -0.21 0.063 50.00 -12.92 -2.97 0.00 -117.01 0.00 117.01 2,950.58 1,475.29 4,031.98 2,018.99 1.09 -0.22 0.062 53.25 -11.98 -2.93 0.00 -107.37 0.00 107.37 2,908.44 1,454.22 3,917.00 1,961.41 1.25 -0.24 0.059 55.00 -11.70 -2.88 0.00 -102.25 0.00 102.25 2,850.04 1,425.02 3,760.40 1,883.00 1.34 -0.25 0.058 60.00 -10.95 -2.82 0.00 -87.83 0.00 87.83 2,683.18 1,341.59 3,330.59 1,667.77 1.62 -0.28 0.057 65.00 -10.24 -2.75 0.00 -73.76 0.00 73.76 2,516.32 1,258.16 2,926.86 1,465.60 1.93 -0.31 0.054 70.00 -9.57 -2.69 0.00 -60.01 0.00 60.01 2,349.46 1,174.73 2,549.20 1,276.50 2.27 -0.34 0.051 75.00 -8.93 -2.63 0.00 -46.58 0.00 46.58 2,182.60 1,091.30 2,197.63 1,100.45 2.64 -0.36 0.046 80.00 -5.70 -1.74 0.00 -33.45 0.00 33.45 2,015.74 1,007.87 1,872.13 937.46 3.03 -0.39 0.039 85.00 -5.17 -1.69 0.00 -24.73 0.00 24.73 1,848.87 924.44 1,572.72 787.53 3.45 -0.41 0.034 90.00 -4.67 -1.64 0.00 -16.28 0.00 16.28 1,682.01 841.01 1,299.38 650.66 3.89 -0.43 0.028 95.00 -4.22 -1.59 0.00 -8.09 0.00 8.09 1,515.15 757.58 1,052.12 526.84 4.35 -0.45 0.018 99.00 0.00 -1.56 0.00 -1.71 0.00 1.71 1,381.66 690.83 873.09 437.20 4.73 -0.46 0.004 Page: 11 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:12 AM Customer: KGI Load Case: 1.0D+ 1.0W Serviceability 60 mph 16 Iterations Gust Response Factor: 1.10 Wind Importance Factor:1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Eiev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Des cription (Ib) (Ib) (Ib) (Ib-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (lb-ft) (Ib) 0.00 47.9 0.0 0.0 0.0 47.9 0.0 0.0 0.0 5.00 94.0 1,038.7 0.0 115.8 94.0 1,154.5 0.0 0.0 10.00 90.5 1,000.5 0.0 115.8 90.5 1,116.3 0.0 0.0 15.00 87.0 962.3 0.0 115.8 87.0 1,078.1 0.0 0.0 20.00 83.5 924.1 0.0 115.8 83.5 1,039.9 0.0 0.0 25.00 80.1 885.9 0.0 115.8 80.1 1,001.7 0.0 0.0 30.00 77.8 847.7 0.0 115.8 77.8 963.5 0.0 0.0 35.00 77.0 809.4 0.0 115.8 77.0 925.2 0.0 0.0 40.00 76.1 771.2 0.0 115.8 76.1 887.0 0.0 0.0 45.00 61.8 733.0 0.0 115.8 61.8 848.8 0.0 0.0 48.25 Bot-Section 2 37.2 456.0 0.0 75.3 37.2 531.2 0.0 0.0 50.00 37.1 483.0 0.0 40.5 37.1 523.5 0.0 0.0 53.25 Top-Section 1 36.7 872.1 0.0 75.3 36.7 947.4 0.0 0.0 55.00 48.3 230.8 0.0 40.5 48.3 271.3 0.0 0.0 60.00 69.8 633.6 0.0 115.8 69.8 749.4 0.0 0.0 65.00 67.0 595.4 0.0 115.8 67.0 711.2 0.0 0.0 70.00 63.9 557.1 0.0 115.8 63.9 672.9 0.0 0.0 75.00 60.6 518.9 0.0 115.8 60.6 634.7 0.0 0.0 80.00 Appertunance(s) 57.1 480.7 805.4 0.0 0.0 2,641.8 0.0 115.8 862.5 3,238.3 0.0 0.0 85.00 53.3 442.5 0.0 89.1 53.3 531.6 0.0 0.0 90.00 49.4 404.3 0.0 89.1 49.4 493.4 0.0 0.0 95.00 41.1 366.1 0.0 89.1 41.1 455.2 0.0 0.0 99.00 Appertunance(s) 17.4 265.4 1,543.5 0.0 1,714.8 3,894.5 0.0 71.3 1,561.0 4,231.2 0.0 0.0 Totals: 3,763.60 23,006.2 0.00 0.00 Page: 10 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 byA TC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REVO1 6/15/2018 10:41:11 AM Customer: KG Load Case: 1.2D+1.0Di+1.OWi 30 mph with 1.25 in Radial Ice 15 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor:1.00 Dead Load Factor: 1.20 Ice Importance Factor:1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -56.87 -1.64 0.00 -122.90 0.00 122.90 4,138.68 2,069.34 8,889.50 4,451.36 0.00 0.00 0.041 5.00 -54.83 -1.60 0.00 -114.71 0.00 114.71 4,045.46 2,022.73 8,373.15 4,192.80 0.00 -0.01 0.041 10.00 -52.79 -1.56 0.00 -106.73 0.00 106.73 3,948.02 1,974.01 7,862.97 3,937.33 0.02 -0.02 0.040 15.00 -50.79 -1.52 0.00 -98.93 0.00 98.93 3,846.37 1,923.18 7,359.95 3,685.45 0.04 -0.02 0.040 20.00 -48.84 -1.49 0.00 -91.32 0.00 91.32 3,740.49 1,870.25 6,865.07 3,437.64 0.07 -0.03 0.040 25.00 -46.95 -1.45 0.00 -83.89 0.00 83.89 3,630.40 1,815.20 6,379.33 3,194.41 0.11 -0.04 0.039 30.00 -45.12 -1.42 0.00 -76.63 0.00 76.63 3,516.09 1,758.04 5,903.71 2,956.24 0.16 -0.05 0.039 35.00 -43.35 -1.38 0.00 -69.55 0.00 69.55 3,397.56 1,698.78 5,439.21 2,723.65 0.22 -0.06 0.038 40.00 -41.65 -1.35 0.00 -62.63 0.00 62.63 3,274.80 1,637.40 4,986.80 2,497.11 0.29 -0.07 0.038 45.00 -40.02 -1.32 0.00 -55.88 0.00 55.88 3,117.44 1,558.72 4,503.58 2,255.14 0.37 -0.08 0.038 48.25 -38.99 -1.30 0.00 -51.58 0.00 51.58 3,008.98 1,504.49 4,194.07 2,100.15 0.43 -0.09 0.038 50.00 -38.15 -1.29 0.00 -49.30 0.00 49.30 2,950.58 1,475.29 4,031.98 2,018.99 0.47 -0.10 0.037 53.25 -36.63 -1.27 0.00 -45.12 0.00 45.12 2,908.44 1,454.22 3,917.00 1,961.41 0.54 -0.10 0.036 55.00 -36.10 -1.25 0.00 -42.90 0.00 42.90 2,850.04 1,425.02 3,760.40 1,883.00 0.57 -0.11 0.035 60.00 -34.65 -1.21 0.00 -36.66 0.00 36.66 2,683.18 1,341.59 3,330.59 1,667.77 0.69 -0.12 0.035 65.00 -33.27 -1.18 0.00 -30.60 0.00 30.60 2,516.32 1,258.16 2,926.86 1,465.60 0.83 -0.13 0.034 70.00 -31.96 -1.15 0.00 -24.70 0.00 24.70 2,349.46 1,174.73 2,549.20 1,276.50 0.97 -0.14 0.033 75.00 -30.73 -1.12 0.00 -18.96 0.00 18.96 2,182.60 1,091.30 2,197.63 1,100.45 1.12 -0.15 0.031 80.00 -20.83 -0.71 0.00 -13.37 0.00 13.37 2,015.74 1,007.87 1,872.13 937.46 1.29 -0.16 0.025 85.00 -19.78 -0.68 0.00 -9.81 0.00 9.81 1,848.87 924.44 1,572.72 787.53 1.47 -0.17 0.023 90.00 -18.80 -0.65 0.00 -6.40 0.00 6.40 1,682.01 841.01 1,299.38 650.66 1.65 -0.18 0.021 95.00 -17.91 -0.63 0.00 -3.13 0.00 3.13 1,515.15 757.58 1,052.12 526.84 1.84 -0.19 0.018 99.00 0.00 -0.57 0.00 -0.63 0.00 0.63 1,381.66 690.83 873.09 437.20 2.00 -0.19 0.001 Page: 9 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:11 AM Customer: KGI Load Case: 1.2D+1.0Di+1.0Wi 30 mph with 1.25 in Radial Ice 15 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor:1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment EIev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 23.8 0.0 0.0 0.0 23.8 0.0 0.0 0.0 5.00 46.9 1,906.1 0.0 139.0 46.9 2,045.0 0.0 0.0 10.00 45.6 1,898.1 0.0 139.0 45.6 2,037.0 0.0 0.0 15.00 44.1 1,859.7 0.0 139.0 44.1 1,998.6 0.0 0.0 20.00 42.6 1,809.6 0.0 139.0 42.6 1,948.5 0.0 0.0 25.00 41.1 1,752.9 0.0 139.0 41.1 1,891.9 0.0 0.0 30.00 40.2 1,692.1 0.0 139.0 40.2 1,831.1 0.0 0.0 35.00 40.0 1,628.3 0.0 139.0 40.0 1,767.2 0.0 0.0 40.00 39.8 1,562.1 0.0 139.0 39.8 1,701.1 0.0 0.0 45.00 32.6 1,494.2 0.0 139.0 32.6 1,633.2 0.0 0.0 48.25 Bot-Section 2 19.7 937.6 0.0 90.3 19.7 1,027.9 0.0 0.0 50.00 19.7 791.5 0.0 48.6 19.7 840.1 0.0 0.0 53.25 Top-Section 1 19.6 1,429.0 0.0 90.3 19.6 1,519.4 0.0 0.0 55.00 25.9 480.1 0.0 48.6 25.9 528.7 0.0 0.0 60.00 37.7 1,313.1 0.0 139.0 37.7 1,452.1 0.0 0.0 65.00 36.6 1,240.6 0.0 139.0 36.6 1,379.6 0.0 0.0 70.00 35.3 1,167.3 0.0 139.0 35.3 1,306.3 0.0 0.0 75.00 34.0 1,093.3 0.0 139.0 34.0 1,232.2 0.0 0.0 80.00 Appertunance(s) 32.5 1,018.6 347.5 0.0 0.0 8,746.8 0.0 139.0 380.0 9,904.3 0.0 0.0 85.00 30.9 943.3 0.0 106.9 30.9 1,050.2 0.0 0.0 90.00 29.2 867.5 0.0 106.9 29.2 974.4 0.0 0.0 95.00 24.9 791.2 0.0 106.9 24.9 898.1 0.0 0.0 99.00 Appertunance(s) 10.7 580.4 556.5 0.0 630.0 17,241.1 0.0 85.5 567.2 17,907.1 0.0 0.0 Totals: 1,657.01 56,874.2 0.00 0.00 Page: 8 Site Number: 27690 Code: ANSI/TIA-222-G 0 2007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:11 AM Customer: KG Load Case: 0.9D+1.6W 93 mph with No Ice(Reduced DL) 17 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -20.70 -14.30 0.00 -1,094.07 0.00 1,094.07 4,138.68 2,069.34 8,889.50 4,451.36 0.00 0.00 0.251 5.00 -19.64 -13.96 0.00 -1,022.59 0.00 1,022.59 4,045.46 2,022.73 8,373.15 4,192.80 0.04 -0.07 0.249 10.00 -18.62 -13.63 0.00 -952.80 0.00 952.80 3,948.02 1,974.01 7,862.97 3,937.33 0.15 -0.14 0.247 15.00 -17.63 -13.32 0.00 -884.63 0.00 884.63 3,846.37 1,923.18 7,359.95 3,685.45 0.34 -0.22 0.245 20.00 -16.68 -13.02 0.00 -818.04 0.00 818.04 3,740.49 1,870.25 6,865.07 3,437.64 0.62 -0.30 0.242 25.00 -15.76 -12.73 0.00 -752.95 0.00 752.95 3,630.40 1,815.20 6,379.33 3,194.41 0.98 -0.38 0.240 30.00 -14.88 -12.45 0.00 -689.31 0.00 689.31 3,516.09 1,758.04 5,903.71 2,956.24 1.42 -0.47 0.237 35.00 -14.03 -12.17 0.00 -627.08 0.00 627.08 3,397.56 1,698.78 5,439.21 2,723.65 1.96 -0.56 0.234 40.00 -13.21 -11.89 0.00 -566.26 0.00 566.26 3,274.80 1,637.40 4,986.80 2,497.11 2.60 -0.66 0.231 45.00 -12.43 -11.66 0.00 -506.82 0.00 506.82 3,117.44 1,558.72 4,503.58 2,255.14 3.34 -0.75 0.229 48.25 -11.95 -11.52 0.00 -468.94 0.00 468.94 3,008.98 1,504.49 4,194.07 2,100.15 3.88 -0.82 0.227 50.00 -11.47 -11.38 0.00 -448.78 0.00 448.78 2,950.58 1,475.29 4,031.98 2,018.99 4.19 -0.86 0.226 53.25 -10.60 -11.24 0.00 -411.79 0.00 411.79 2,908.44 1,454.22 3,917.00 1,961.41 4.80 -0.93 0.214 55.00 -10.35 -11.06 0.00 -392.13 0.00 392.13 2,850.04 1,425.02 3,760.40 1,883.00 5.15 -0.97 0.212 60.00 -9.66 -10.80 0.00 -336.82 0.00 336.82 2,683.18 1,341.59 3,330.59 1,667.77 6.23 -1.08 0.206 65.00 -9.01 -10.54 0.00 -282.84 0.00 282.84 2,516.32 1,258.16 2,926.86 1,465.60 7.41 -1.18 0.197 70.00 -8.39 -10.30 0.00 -230.12 0.00 230.12 2,349.46 1,174.73 2,549.20 1,276.50 8.71 -1.29 0.184 75.00 -7.80 -10.07 0.00 -178.61 0.00 178.61 2,182.60 1,091.30 2,197.63 1,100.45 10.11 -1.39 0.166 80.00 -4.96 -6.69 0.00 -128.27 0.00 128.27 2,015.74 1,007.87 1,872.13 937.46 11.62 -1.49 0.139 85.00 -4.48 -6.48 0.00 -94.83 0.00 94.83 1,848.87 924.44 1,572.72 787.53 13.23 -1.57 0.123 90.00 -4.03 -6.28 0.00 -62.45 0.00 62.45 1,682.01 841.01 1,299.38 650.66 14.92 -1.66 0.098 95.00 -3.62 -6.11 0.00 -31.04 0.00 31.04 1,515.15 757.58 1,052.12 526.84 16.69 -1.72 0.061 99.00 0.00 -6.00 0.00 -6.59 0.00 6.59 1,381.66 690.83 873.09 437.20 18.15 -1.75 0.015 Page: 7 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:11 AM Customer: KGI Load Case: 0.9D+1.6W 93 mph with No Ice(Reduced DL) 17 Iterations Gust Response Factor: 1.10 Wind Importance Factor:1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Bev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Pb) (Pb) (Pb) (Ib-ft) (Ib-ft) (Pb) (Pb) (Pb) (Pb) (Pb) (lb-ft) (Pb) 0.00 184.1 0.0 0.0 0.0 184.1 0.0 0.0 0.0 5.00 361.5 934.8 0.0 104.2 361.5 1,039.1 0.0 0.0 10.00 348.1 900.4 0.0 104.2 348.1 1,004.7 0.0 0.0 15.00 334.6 866.1 0.0 104.2 334.6 970.3 0.0 0.0 20.00 321.2 831.7 0.0 104.2 321.2 935.9 0.0 0.0 25.00 307.7 797.3 0.0 104.2 307.7 901.5 0.0 0.0 30.00 299.0 762.9 0.0 104.2 299.0 867.1 0.0 0.0 35.00 295.8 728.5 0.0 104.2 295.8 832.7 0.0 0.0 40.00 292.3 694.1 0.0 104.2 292.3 798.3 0.0 0.0 45.00 237.7 659.7 0.0 104.2 237.7 763.9 0.0 0.0 48.25 Bot-Section 2 143.0 410.4 0.0 67.7 143.0 478.1 0.0 0.0 50.00 142.6 434.7 0.0 36.5 142.6 471.2 0.0 0.0 53.25 Top-Section 1 141.1 784.9 0.0 67.7 141.1 852.7 0.0 0.0 55.00 185.6 207.7 0.0 36.5 185.6 244.2 0.0 0.0 60.00 268.2 570.2 0.0 104.2 268.2 674.4 0.0 0.0 65.00 257.5 535.8 0.0 104.2 257.5 640.0 0.0 0.0 70.00 245.7 501.4 0.0 104.2 245.7 605.6 0.0 0.0 75.00 233.0 467.0 0.0 104.2 233.0 571.3 0.0 0.0 80.00 Appertunance(s) 219.4 432.6 3,096.0 0.0 0.0 2,377.6 0.0 104.2 3,315.4 2,914.5 0.0 0.0 85.00 205.0 398.3 0.0 80.2 205.0 478.4 0.0 0.0 90.00 189.9 363.9 0.0 80.2 189.9 444.1 0.0 0.0 95.00 158.1 329.5 0.0 80.2 158.1 409.7 0.0 0.0 99.00 Appertunance(s) 67.0 238.8 5,933.3 0.0 6,591.8 3,505.1 0.0 64.2 6,000.3 3,808.0 0.0 0.0 Totals: 14,467.3 20,705.6 0.00 0.00 Page: 6 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:11 AM Customer: KGI Load Case: 1.2D+1.6W 93 mph with No Ice 17 Iterations Gust Response Factor: 1.10 Wind Importance Factor:1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -27.60 -14.30 0.00 -1,098.65 0.00 1,098.65 4,138.68 2,069.34 8,889.50 4,451.36 0.00 0.00 0.254 5.00 -26.20 -13.97 0.00 -1,027.14 0.00 1,027.14 4,045.46 2,022.73 8,373.15 4,192.80 0.04 -0.07 0.252 10.00 -24.84 -13.65 0.00 -957.29 0.00 957.29 3,948.02 1,974.01 7,862.97 3,937.33 0.15 -0.14 0.249 15.00 -23.53 -13.35 0.00 -889.02 0.00 889.02 3,846.37 1,923.18 7,359.95 3,685.45 0.34 -0.22 0.247 20.00 -22.26 -13.05 0.00 -822.29 0.00 822.29 3,740.49 1,870.25 6,865.07 3,437.64 0.62 -0.30 0.245 25.00 -21.04 -12.77 0.00 -757.03 0.00 757.03 3,630.40 1,815.20 6,379.33 3,194.41 0.98 -0.38 0.243 30.00 -19.87 -12.49 0.00 -693.19 0.00 693.19 3,516.09 1,758.04 5,903.71 2,956.24 1.43 -0.47 0.240 35.00 -18.74 -12.22 0.00 -630.74 0.00 630.74 3,397.56 1,698.78 5,439.21 2,723.65 1.97 -0.56 0.237 40.00 -17.66 -11.94 0.00 -569.65 0.00 569.65 3,274.80 1,637.40 4,986.80 2,497.11 2.62 -0.66 0.234 45.00 -16.63 -11.72 0.00 -509.94 0.00 509.94 3,117.44 1,558.72 4,503.58 2,255.14 3.36 -0.76 0.232 48.25 -15.98 -11.58 0.00 -471.86 0.00 471.86 3,008.98 1,504.49 4,194.07 2,100.15 3.90 -0.83 0.230 50.00 -15.35 -11.44 0.00 -451.60 0.00 451.60 2,950.58 1,475.29 4,031.98 2,018.99 4.21 -0.87 0.229 53.25 -14.20 -11.30 0.00 -414.41 0.00 414.41 2,908.44 1,454.22 3,917.00 1,961.41 4.83 -0.94 0.216 55.00 -13.86 -11.12 0.00 -394.64 0.00 394.64 2,850.04 1,425.02 3,760.40 1,883.00 5.18 -0.98 0.215 60.00 -12.95 -10.86 0.00 -339.01 0.00 339.01 2,683.18 1,341.59 3,330.59 1,667.77 6.26 -1.08 0.208 65.00 -12.08 -10.61 0.00 -284.69 0.00 284.69 2,516.32 1,258.16 2,926.86 1,465.60 7.45 -1.19 0.199 70.00 -11.26 -10.37 0.00 -231.64 0.00 231.64 2,349.46 1,174.73 2,549.20 1,276.50 8.75 -1.29 0.186 75.00 -10.49 -10.14 0.00 -179.79 0.00 179.79 2,182.60 1,091.30 2,197.63 1,100.45 10.17 -1.40 0.168 80.00 -6.67 -6.74 0.00 -129.10 0.00 129.10 2,015.74 1,007.87 1,872.13 937.46 11.68 -1.49 0.141 85.00 -6.03 -6.52 0.00 -95.43 0.00 95.43 1,848.87 924.44 1,572.72 787.53 13.30 -1.58 0.124 90.00 -5.44 -6.32 0.00 -62.82 0.00 62.82 1,682.01 841.01 1,299.38 650.66 15.00 -1.67 0.100 95.00 -4.89 -6.15 0.00 -31.20 0.00 31.20 1,515.15 757.58 1,052.12 526.84 16.79 -1.73 0.063 99.00 0.00 -6.00 0.00 -6.59 0.00 6.59 1,381.66 690.83 873.09 437.20 18.25 -1.76 0.015 Page: 5 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:10 AM Customer: KG Load Case: 1.2D+1.6W 93 mph with No Ice 17 Iterations Gust Response Factor: 1.10 Wind Importance Factor:1.00 Dead Load Factor : 1.20 Wind Load Factor: 1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (lb-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 184.1 0.0 0.0 0.0 184.1 0.0 0.0 0.0 5.00 361.5 1,246.5 0.0 139.0 361.5 1,385.4 0.0 0.0 10.00 348.1 1,200.6 0.0 139.0 348.1 1,339.6 0.0 0.0 15.00 334.6 1,154.7 0.0 139.0 334.6 1,293.7 0.0 0.0 20.00 321.2 1,108.9 0.0 139.0 321.2 1,247.8 0.0 0.0 25.00 307.7 1,063.0 0.0 139.0 307.7 1,202.0 0.0 0.0 30.00 299.0 1,017.2 0.0 139.0 299.0 1,156.1 0.0 0.0 35.00 295.8 971.3 0.0 139.0 295.8 1,110.3 0.0 0.0 40.00 292.3 925.5 0.0 139.0 292.3 1,064.4 0.0 0.0 45.00 237.7 879.6 0.0 139.0 237.7 1,018.6 0.0 0.0 48.25 Bot-Section 2 143.0 547.2 0.0 90.3 143.0 637.5 0.0 0.0 50.00 142.6 579.6 0.0 48.6 142.6 628.2 0.0 0.0 53.25 Top-Section 1 141.1 1,046.6 0.0 90.3 141.1 1,136.9 0.0 0.0 55.00 185.6 276.9 0.0 48.6 185.6 325.6 0.0 0.0 60.00 268.2 760.3 0.0 139.0 268.2 899.2 0.0 0.0 65.00 257.5 714.4 0.0 139.0 257.5 853.4 0.0 0.0 70.00 245.7 668.6 0.0 139.0 245.7 807.5 0.0 0.0 75.00 233.0 622.7 0.0 139.0 233.0 761.7 0.0 0.0 80.00 Appertunance(s) 219.4 576.9 3,096.0 0.0 0.0 3,170.2 0.0 139.0 3,315.4 3,886.0 0.0 0.0 85.00 205.0 531.0 0.0 106.9 205.0 637.9 0.0 0.0 90.00 189.9 485.2 0.0 106.9 189.9 592.1 0.0 0.0 95.00 158.1 439.3 0.0 106.9 158.1 546.2 0.0 0.0 99.00 Appertunance(s) 67.0 318.4 5,933.3 0.0 6,591.8 4,673.4 0.0 85.5 6,000.3 5,077.4 0.0 0.0 Totals: 14,467.3 27,607.5 0.00 0.00 Page: 4 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018byATC IPLLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:10 AM Customer: KGI Segment Properties (Max Len : 5.ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t Fy S Z Weight (ft) Description (in) (in) (in2) (in4) Ratio Ratio (ksi) (in 3) (in3) (Ib) 0.00 0.3750 52.613 62.174 21,435.2 23.33 140.30 74.0 802.5 0.0 0.0 5.00 0.3750 50.726 59.928 19,195.2 22.44 135.27 75.0 745.3 0.0 1,038.7 10.00 0.3750 48.839 57.682 17,116.9 21.55 130.24 76.0 690.3 0.0 1,000.5 15.00 0.3750 46.952 55.436 15,194.3 20.67 125.20 77.1 637.4 0.0 962.3 20.00 0.3750 45.065 53.190 13,421.4 19.78 120.17 78.1 586.6 0.0 924.1 25.00 0.3750 43.178 50.944 11,792.0 18.89 115.14 79.2 537.9 0.0 885.9 30.00 0.3750 41.291 48.698 10,300.2 18.00 110.11 80.2 491.3 0.0 847.7 35.00 0.3750 39.404 46.452 8,939.8 17.12 105.08 81.3 446.9 0.0 809.4 40.00 0.3750 37.517 44.206 7,704.8 16.23 100.04 82.3 404.5 0.0 771.2 45.00 0.3750 35.630 41.960 6,589.1 15.34 95.01 82.6 364.2 0.0 733.0 48.25 Bot-Section 2 0.3750 34.403 40.500 5,925.0 14.77 91.74 82.6 339.2 0.0 456.0 50.00 0.3750 33.743 39.714 5,586.7 14.46 89.98 82.6 326.1 0.0 483.0 53.25 Top-Section 1 0.3750 33.266 39.147 5,350.7 14.23 88.71 82.6 316.8 0.0 872.1 55.00 0.3750 32.606 38.361 5,034.8 13.92 86.95 82.6 304.1 0.0 230.8 60.00 0.3750 30.719 36.115 4,201.3 13.03 81.92 82.6 269.4 0.0 633.6 65.00 0.3750 28.832 33.869 3,465.2 12.15 76.88 82.6 236.7 0.0 595.4 70.00 0.3750 26.945 31.623 2,820.5 11.26 71.85 82.6 206.2 0.0 557.1 75.00 0.3750 25.058 29.377 2,261.3 10.37 66.82 82.6 177.7 0.0 518.9 80.00 0.3750 23.171 27.132 1,781.3 9.48 61.79 82.6 151.4 0.0 480.7 85.00 0.3750 21.284 24.886 1,374.5 8.60 56.76 82.6 127.2 0.0 442.5 90.00 0.3750 19.397 22.640 1,034.9 7.71 51.72 82.6 105.1 0.0 404.3 95.00 0.3750 17.510 20.394 756.5 6.82 46.69 82.6 85.1 0.0 366.1 99.00 0.3750 16.000 18.597 573.6 6.11 42.67 82.6 70.6 0.0 265.4 14,278.6 Page: 3 Site Number: 27690 Code: ANSI/TIA-222-G ©2007-2018 by ATC IPLLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:10 AM Customer: KGI Shaft Section Properties Slip Bottom Top Sect Length Thick Fy Joint Joint Weight Dia Bev Area lx Wit D/t Dia EJev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type Len(in) (Ib) (in) (ft) (int) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 1-18 53.250 0.3750 65 0.00 9,099 52.61 0.00 62.17 21435.2 23.33 140.30 32.51 53.25 38.25 4993.0 13.88 86.71 0.377401 2-18 50.750 0.3750 65 Slip 60.00 5,180 35.15 48.25 41.39 6325.5 15.12 93.74 16.00 99.00 18.60 573.6 6.11 42.67 0.377401 Shaft Weight 14,279 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 99.00 10"x7"x2"TMA 12 15.00 0.580 0.50 63.05 1.082 0.50 0.000 1.000 99.00 ALU RRH 2x60 6 50.00 2.120 0.67 184.73 2.797 0.67 0.000 1.000 99.00 ALU RRH 4x30-4T4R B13 3 57.20 2.520 0.67 207.19 3.222 0.67 0.000 1.000 99.00 ALU RRH 4x30-4T4R B25 3 51.00 2.500 0.67 187.17 3.191 0.67 0.000 1.000 99.00 Amphenal BXA-70080/8CF 12 23.00 8.300 0.75 382.28 10.902 0.75 0.000 1.000 99.00 Ericsson RRUS A2 Modules 12 21.16 1.867 0.67 78.73 3.425 0.67 0.000 1.000 99.00 OVP Junction Box 3 20.00 6.770 0.69 310.36 7.394 0.69 0.000 1.000 99.00 Platform w/Rail 1 2500.00 35.850 1.00 8,074.95 61.551 1.00 0.000 1.500 80.00 Commscope FFHH-65C-R3 3 127.60 21.110 0.72 765.19 26.451 0.72 0.000 0.000 80.00 Nokia MIMO B25+1366 w/RRU 3 253.00 16.960 0.69 864.85 19.655 0.69 0.000 0.000 80.00 Sector Frames 3 500.00 15.000 0.75 1,317.89 45.540 0.75 0.000 0.000 Totals 61 6536.32 26,430.01 Number of Loadings : 11 Linear Appurtenance Properties Elev Elev Coax Coax Protected From To Diameter Weight Width Exposed (ft) (It) Qty Description (in) (lb/ft) Rat (in) To Wind Carrier 0.00 99.00 12 1 5/8"Coax 1.98 1.04 N 0.00 N Verizon 0.00 99.00 3 Hybrid Cable 1.63 1.78 N 0.00 N Verizon 0.00 80.00 3 1 5/8"Hybrid 1.63 1.78 N 0.00 N T-Mobile Page: 2 Site Number: 27690 Code: ANSI/TIA-222-G 0 2007-2018 by ATC IP LLC. 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Site Name: POR Metzger,Tigard,OR Engineering Number: REV01 6/15/2018 10:41:10 AM Customer: KGI Analysis Parameters Location: Washington County,OR Code: ANSI/TIA-222-G Height(ft): 99 Shape: 18 Sides Base Diameter(in): 52.61 Pole Type: Taper Top Diameter(in): 16.00 Pole Manfacturer: Sabre Taper(in/ft): 0.377 Ice &Wind Parameters Structure Class: II Design Wind Speed Without Ice: 93 mph Exposure Catagory: B Design Wind Speed With Ice: 30 mph Topographic Catagory: 1 Operational Wind Speed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 1.25 in Seismic Parameters Analysis Method: Equivalent Modal Analysis &Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.18 TL(sec): 16 p: 1.3 C5: 0.250 Ss: 0.968 S•i: 0.420 C 5 Max: 0.250 Fa: 1.113 Fv: 1.580 C5 Min: 0.032 S ds: 0.718 Sdl: 0.442 Load Cases 1.2D+1.6W 93 mph with No Ice 0.9D+1.6W 93 mph with No Ice(Reduced DL) 1.2D+1.0Di+1.0Wi 30 mph with 1.25 in Radial Ice (1.2+0.2Sds)*DL+E ELFM Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+E EMAM Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)*DL+E ELFM Seismic(Reduced DL)Equivalent Lateral Forces Method (0.9-0.2Sds)*DL+E EMAM Seismic(Reduced DL)Equivalent Modal Analysis Method 1.0D+1.0W Serviceability 60 mph Page: 1 002 0,06 7 1.00 - 0Iii t I 0.12 85.E 14 , 01 I , I I I r 0 20 6a0,00 ; .D00 o 53.250 q I I , 1111P 5 48.250 r ; 0 I , , , I 20.000 J___111 15,01 ---------- _- i I , •] 10,0 00 J___1_—_1t , I , .,.ro 0400 t e t , J__..1_ _t..,—_t L ...;.. [ , , , , , 0.02 0.07 0.12 017022 0270.32 0.37 0.42 0.47 0.52 0.57 0320.67 0.72 0.77 0.82 0.87 0.92 0 .1,00 • Interaction Dish Deflections Attach Deflection Rotation Load Case Bev (ft) (in) (deg) 0.00 0.000 0.000 %0' I_I_I_I A r I So,-g` 3r*''Tick: (65 KSI) 53- I AL 60*' 4V-3" Y 1 5.1-sg "Thick it c 65 T) C'O" Y r Job Information Pole : 27690 Code: ANSI/TIA-222-G Description : Client: KGI Struct Class : II Location : POR Metzger,Tigard,OR Shape : 18 Sides Exposure : B C7)2007-2018 by ATC IP LLC All rights reserved. Height: 99.00 (ft) Topo: 1 Base Elev(ft): 1.00 Taper: 0.37740'(in/ft) 99-O 1111111.11111=11 A r Sections Properties Diameter(in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (tt) Top Bottom (in) Type (in) (in/ft) (ksi) 1 53.250 32.51 52.61 0.375 0.000 0.377401 65 2 50.750 16.00 35.15 0.375 Slip Joint 60.000 0.377401 65 W-0' Ell Mil Discrete Appurtenance Attach Force Elev (ft) Bev (ft) Qty Description 99.000 100.000 3 OVP Junction Box 5Q"-97 99.000 100.000 12 10"x7"x2"TMA 3/13"Thick 99.000 100.000 3 ALU RRH 4x30-4T4R B25 (65 ) 99.000 100.000 3 ALU RRH 4x30-4T4R B13 99.000 100.000 6 ALU RRH 2x60 99.000 100.000 12 Ericsson RRUS A2 Modules 99.000 100.000 12 Am phe nal BXA-70080/8CF 99.000 100.500 1 Platform w/Rail 80.000 80.000 3 Commscope FFHH-65C-R3 80.000 80.000 3 Nokia MIMO B25+B66 w/RRU 80.000 80.000 3 Sector Frames sl-3' i Linear Appurtenance Elev(ft) Exposed gg'..' From To Description To Wind r 0.000 80.000 1 5/8"Hybrid No 413'-3' 0.000 99.000 1 5/8"Coax No I0.000 99.000 Hybrid Cable No Load Cases 1.2D+1.6W 93 m ph with No Ice 0.9D+1.6W 93 mph with No Ice (Reduced DL) 1.2D+1.0Di+1.0Wi 30 mph with 1.25 in Radial Ice (1.2+0.2Sds)*DL+E Seismic Equivalent Lateral Forces Method 5:3'-3" (1.2+0.2Sds)*DL+E Seismic Equivalent Modal Analysis Method 3/8'T)ulc (0.9-0.2Sds)*DL+E Seismic(Reduced DL (65KS1 )Equivalent Lateral (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Modal 1.0D+1.0W Serviceability 60 mph Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.2D+1.6W 1098.65 14.30 27.60 0.9D+1.6W 1094.07 14.30 20.70 1.2D+1.0Di+1.0Wi 122.90 1.64 56.87 (1.2+0.2Sds)*DL+E ELFM 583.73 7.48 29.36 (1.2+0.2Sds)*DL+E EMAM 768.75 8.92 29.36 Or (0.9-0.2Sds)*DL+E ELFM 579.44 7.47 16.53 (0.9-0.2Sds)*DL+E EMAM 762.62 8.92 16.52 1.0D+1.0W 285.03 3.72 23.01 ("114SEMAAN O'' ENGINEERING SOLUTIONS Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: - Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. - Information from drawings in the possession of Semaan Engineering Solutions, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to Semaan Engineering Solutions Holdings and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and Semaan Engineering Solutions, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222.Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained,and recommendations made in accordance with generally accepted engineering principles and practices. Semaan Engineering Solutions Holdings is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Semaan Engineering Solutions Holdings,LLC.-1079 N 205th St-Elkhorn,NE 68022-402-289-1888-402-289-1861 Site ID 27690 SEMAMN June 15, 2018 Page 3 ENGINEERING SOLUTIONS Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 23% Pass Shaft 25% Pass Base Plate 32% Pass Foundations Reaction Component Analysis Reactions %of Usage Moment (Kips-Ft) 1,098.7 23% Shear(Kips) 14.3 19% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Deflection Sway(Rotation) Elevation (ft) Antenna Carrier (ft) (°) 80.0 Nokia MIMO B25+B66 w/RRU Commscope FFHH-65C-R3 T-Mobile 0.251 0.385 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G Semaan Engineering Solutions Holdings,LLC.-1079 N 205th St-Elkhorn,NE 68022 402-289-1888-402-289-1861 Site ID 27690 PSEMAAN June 15, 2018 Page 2 ENGINEERING SOLUTIONS Existing and Reserved Equipment Centerline Elevation(ft) City. Antenna Mount Type Coax(in) Carrier Mount Equip. 12 Amphenal BXA-70080/8CF 12 Ericsson RRUSA2 Modules 6 ALU RRH 2x60 (12)1 5/8" 99.0 100.0 3 ALU RRH 4x30-4T4R B13 Platform w/Rail (3)Hybrid Verizon y (Reserved) 3 ALU RRH 4x30-4T4R B25 Cable 12 10"x7"x2"TMA 3 OVP Junction Box Equipment to be Removed Centerline Elevation(ft) Qty. Antenna Mount Type Coax(in) Carrier Mount Equip. No loading considered as to be removed Proposed Equipment Centerline Elevation(ft) Qty. Antenna Mount Type Coax(in) Carrier Mount Equip. 3 Nokia MIMO B25+B66 w/RRU 80.0 80.0 (3)Sector Frames (3)15/8" T-Mobile 3 Commscope FFHH-65C-R3 Hybrid Install proposed coax inside the pole shaft. Semaan Engineering Solutions Holdings,LLC.-1079 N 205th St-Elkhorn,NE 68022-402-289-1888-402-289-1861 , Site ID 27690 kik June 15, 2018 Page 1 Introduction The purpose of this report is to summarize resultss�►Gofrnra structuralEe�tn�G analyssoturtontsis performed on the 99 ft monopole to reflect the change in loading by T-Mobile. Supporting Documents Tower Drawings Vector Structural Analysis Report#U2350-003-171,dated November 17,2017 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 93 mph (3-Second Gust)Vasd/120 mph (3-Second Gust)Vult Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1"1/4 radial ice concurrent Code: ANSI/I-IA-222-G/2012 IBC/2014 Oregon Structural Specialty Code Structure Class: II Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss=0.97,S1=0.42 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact Semaan Engineering Solutions at 402-289-1888. Semaan Engineering Solutions Holdings,LLC.-1079 N 205th St-Elkhorn,NE 68022-402-289-1888-402-289-1861 Site ID 27690 kSEASMN June 15, 2018 Or ENGINEERING SOLUTIONS Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist,and Sway 3 Standard Conditions 4 Calculations Attached Semaan Engineering Solutions Holdings,LLC.-1079 N 205th St-Elkhorn,NE 68022-402-289-1888--402 289-1861 CC AM RECEIVED vorgri-Pri- w OCT - 92018 ENGINEERING SOLUTIONS CITY OF TIGARD BUILDING DIVISION Structural Analysis Report Prepared for: KGI 805 Las Cimas Parkway Building Three, Suite 370 Austin, TX 78746 ATTN: Ms. Vicki Hollis Structure : 99 ft Monopole Site ID : 27690 Proposed Carrier : T-Mobile Site Name POR Metzger Site Location : 7337 SW Kable Lane Tigard, OR 45.410397, -122.751839 County : Washington Date : June 15, 2018 Max Usage : 32% oke.0 PROpk. Result : Pass ;C 04G1 °1‘9190_ 8792131 Prepared By: I "IC 12016.' Alhassan Binsaleh Structural Engineer OREGON uttoN n 42 5. IS. -41fts if • EXPIRES: 6/3012018 Semaan Engineering Solutions Holdings,LLC 1079 N 205th St Elkhorn,NE 68022-402-289 1888-402-289-1861 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT = Transmittal Letter T 1 G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: -N. v-,as &Il ` , • - 1 DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: x \-\--Ci\n2,0 FEB 2 5 2019 COMPANY: SW-NO;(-31-- \L CITY OF TIGARD BUILDING DIVI PHONE: By: RE: -] Su.D \&a\-- \..j 13U,P9D\ - L7Q (Site Address) (Permit Number) (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: b(\ '\,n .e C€, Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: `� k-2 \y-y,`\ C'ceks Tckd cScae • 'n'1� C nr\Q - - FOR OFFICE USE ONLY Routed to Permit Technician: pate: ) .7 ) L) Initials: ` Fees Due: ❑ Yes V=! N Fee Description: Amount Due: Special Instructions: Reprint Permit(per PE): ❑ Yes ❑No ❑ Donefr Applicant Notified: '/.0).----Date: Initials: I:\Building\Forms\TransmittalLetter-Revisions 061316.doc