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APRROVED BLD PLN RESUB1 BLD2021-1248+Architectural & SITE_Plan+3.15.2022_2.31.38_PM+2739175T-MOBILE SITE NUMBER: T-MOBILE SITE NAME: T-MOBILE PROJECT: T-MOBILE SITE TYPE: BUILDING HEIGHT: SITE INFORMATION Mb� e SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 SPRINT RETAIN ROOFTOP 4411-101t SITE OWNER: EXECUTIVE HOMEOWNERS ASSOCIATION 1001 5TH AVE S EDMONDS, WA 98020 SITE ADDRESS: 1001 5TH AVE S EDMONDS, WA 98020 COUNTY: SNOHOMISH COUNTY ZONING: RM-1.5 SITE PARCEL NUMBER: 00694700210200 AREA OF CONSTRUCTION: EXISTING LEASE AREA: 50 SQ.FT. LATITUDE: 47.80273000° N LONGITUDE: 122.37738000° W GROUND ELEVATION: 138 FT LAT/LONG TYPE: NAD83 JURISDICTION: CITY OF EDMONDS OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: IIB A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION TOWER OWNER: EXECUTIVE CONDO 1001 5TH AVE S EDMONDS, WA 98020 CARRIER/APPLICANT: T-MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 SITE LEGAL DESCRIPTION Section 25 Township 27 Range 03 Quarter NW - EXECUTIVE, THE, A CONDOMINIUM BLK 002 D-00 - APT 102 BLDG B PRKG SP 8B & 18B TGW UND 4.751% INT IN COM AREAS & FACS AS DESC IN DECL REC AFN 7910090190 &AMEND PER AFN'S 8106260222, 8902280159, 9212210440, 9304050217, 199912020552,2009042000651,201202020394 CALL ® W ONE CALL (800) 4 5 p CALLL 3 3 WORKING WORKINGKING DAYS BEFORE YOU DIG! PROJECT TEAM A&E FIRM: KIMLEY-HORN & ASSOCIATES, INC. COA: 954 3875 EMBASSY PKWY, SUITE 280 AKRON, OH 44333 KEVIN. CLEMENTS@KIMLEY-HORN.COM SMARTLINK 11232120TH AVE NE, SUITE 204 CONTACT: KIRKLAND,WA 98033 KRISTINA.LAMPERT - PROJECT MANAGER KRISTINA.LAMPERT @SMARTLINKGROUP.COM SITE ACQUISITION: KRISTINA LAMPERT (425) 750-7182 KRISTINA.LAMPERT @SMARTLINKGROURCOM ZONING: BRYSON BURGHARDT (360) 581-8189 BRYSON.BURGHARDT @SMARTLINKGROURCOM SPRINT (LEGACY) ID: SITE ADDRESS: JURISDICTION: SE52XC186 1001 5TH AVE S, EDMONDS, WA 98020 CITY OF EDMONDS AREA MAP r ii wylm a A _ cost P-�k Onds 1 Sas ne _ as h ?ark SITE'` e NEIOHBORH000 p D 1 GoadwdlfdmandiWESTGaT v u�ra NO SCALE GROUND SCOPE OF WORK TOWER SCOPE OF WORK 1. INSTALL EQUIPMENT RACK AND BATTERY RACK 1. INSTALL (3) FFV V-65A-R2-V1 & (3) AEHC ANTENNAS 2. INSTALL (2) ASIB 2. INSTALL (3) AHLOA & AHFIG RRHs 3. INSTALL (2) ASIK 3. INSTALL (3) BREAKOUT PENDANTS 4. INSTALL (1) FSMF 4. INSTALL (3) HYBRID CABLE 5. INSTALL (3) ABIA 5. INSTALL (3) ANTENNA SHROUDS 6. INSTALL (6) ABIL 6. INSTALL (1) GPS 7. INSTALL (3) ABIC 7. REMOVE (3) EXISITNG ANTENNAS 8. INSTALL (2) AMIA 8. REMOVE (1) EXISTING COAX 9. INSTALL (1) FSEE 9. REMOVE EXISTING SHROUD 10. REMOVE EXISTING EQUIPMENT RACK DRIVING DIRECITONS 1. HEAD NORTH ON 120TH AVE NE 10. TURN LEFT ONTO WA-104 W/BALLINGER WAY NE 2. TURN LEFT ONTO NE 116TH ST 11. CONTINUE ONTO 5TH AVE S 3. TURN RIGHT ONTO 100TH AVE NE 4. TURN RIGHT TO STAY ON 100TH AVE NE 5. TURN LEFT ONTO SIMONDS RD NE 6. CONTINUE ONTO NE 170TH ST 7. TURN RIGHT ONTO 68TH AVE NE 8. USE THE LEFT 2 LANES TO TURN LEFT ONTO WA-522 W/NE BOTHELL WAY 9. TURN RIGHT ONTO BALLINGER WAY NE DRAWING INDEX SHEET # SHEET DESCRIPTION T-1 TITLE SHEET T-2 GENERAL NOTES V-1 PARCEL MAP C-1.1 OVERALL SITE PLAN C-1.2 EXISTING EQUIPMENT PLAN C-1.3 FINAL EQUIPMENT PLAN C-2.1 BUILDING ELEVATION C-2.2 BUILDING ELEVATION C-2.3 ANTENNA PLANS C-3 ANTENNA SCHEDULE C-4 PLUMBING DIAGRAM C-5 EQUIPMENT SPECIFICATIONS C-6 EQUIPMENT SPECIFICATIONS C-7 EQUIPMENT SPECIFICATIONS C-8 EQUIPMENT SPECIFICATIONS C-9 EQUIPMENT SPECIFICATIONS G-1 GROUNDING DIAGRAM G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS R-1 THRU R-8 SHROUD DETAILS APPLICABLE CODES/REFERENCE DOCS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING 2018 WSBC (2018 IBC) MECHANICAL 2018 WSMC (2015 IMC) ELECTRICAL 2020 NEC FIRE 2018 WSFC (2018IFC) REFERENCE DOCUMENTS: STRUCTURAL ANALYSIS: DATED: MOUNT ANALYSIS: DATED: RFDS REVISION: DATED: KIMLEY-HORN & ASSOCIATES, INC. 06/30/21 KIMLEY-HORN & ASSOCIATES, INC 06/29/21 1 02/21/21 THE POWER DESIGN FOR ANY AC ELECTRICAL POWER CHANGES IS TO BE PERFORMED BY OTHERS AND IS SHOWN HERE FOR REFERENCE PURPOSES ONLY. T-MOBILE IS SOLELY RESPONSIBLE FOR THE ELECTRICAL POWER DESIGN. I•T .. • •Mobile 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 Fh, = DATE: DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW i DRAWN BY: - CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 = ENGINEER SEAL: r� G�LW��IjG�L, �.{ t51372 �GISTe, SSICNAL�GA E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 GENERAL NOTES: 1. OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THE CONTRACTOR WILL INSTALL: A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND BUILD/CO-LOCATE ONLY) B. AC/TELCO INTERFACE BOX(PPC) C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) D. TOWERS, MONOPOLE E. TOWER LIGHTING F. GENERATORS & LIQUID PROPANE TANK G. ANTENNA STANDARD BRACKETS, FRAMES, AND PIPES FOR MOUNTING. H. ANTENNAS (INSTALLED BY OTHERS) I. TRANSMISSION LINE J. TRANSMISSION LINE JUMPERS K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS L. TRANSMISSION LINE GROUND KITS M. HANGERS N. HOISTING GRIPS O. BTS EQUIPMENT 2. CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING: THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE COMPLETE INSTALLATION OF THE SITE INCLUDING BUT NOT LIMITED TO SUCH MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES, COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF T-MOBILE TO APPLY FOR PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. 3. T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE T-MOBILE WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATED, PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING UP. 4. ALL EQUIPMENT FURNISHED AND WORK PERFORMED UNDER THE CONTRACT DOCUMENTS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE, UNLESS NOTED OTHERWISE. ANY FAILURE OF EQUIPMENT OR WORK DUE TO DEFECTS IN MATERIALS OR WORKMANSHIP SHALL BE CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER. 5. ALL WORK, MATERIAL, AND EQUIPMENT SHALL COMPLY WITH ALL REQUIREMENTS OF THE LATEST EDITIONS AND INTERIM AMENDMENTS OF THE NATIONAL ELECTRICAL CODE (NEC). NATIONAL ELECTRICAL SAFETY CODE, OSHA, AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES. ALL ELECTRICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL BE NEW (EXCEPT WHERE OTHERWISE NOTED) AND SHALL COMPLY WITH THE REQUIREMENTS OF THE UNDERWRITERS' LABORATORIES (U.L.)AND BEAR THE U.L. LABEL. 6. T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY EQUIPMENT OR MATERIALS WHICH, IN HIS OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO THE OWNER OR HIS ARCHITECT/ENGINEER. GENERAL NOTES (CONT'D): 10. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO THE PROJECT MANAGER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND EXPENSE. 11. CONTRACTORS SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH, DEBRIS, WEEDS, BRUSH, OR ANY OTHER DEPOSITS REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE PROPERLY DISPOSED OF OFF -SITE BY THE CONTRACTOR. 12. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTOR WITH LOCAL GAS, ELECTRIC, TELEPHONE, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. 13. DURING CONSTRUCTION, THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE UTILITIES OF THE BUILDING/SITE WITHOUT INTERRUPTION. SHOULD IT BE NECESSARY TO INTERRUPT ANY SERVICE OR UTILITY, THE CONTRACTOR SHALL SECURE PERMISSION IN WRITING FROM THE BUILDING/PROPERTY OWNER FOR SUCH INTERRUPTION, AT LEAST 72 HOURS IN ADVANCE. ANY INTERRUPTION SHALL BE MADE WITH A MINIMUM AMOUNT OF INCONVENIENCE TO THE BUILDING/PROPERTY OWNER AND ANY SUCH SHUTDOWN TIME SHALL BE COORDINATED WITH THE BUILDING/PROPERTY OWNER. 14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION. 15. CONTRACTOR SHALL SUBMIT AT THE END OF THE PROJECT A COMPLETE SET OF AS BUILT DRAWINGS TO T-MOBILE'S PROJECT ENGINEER. 16. GC WILL NOT START THE CONSTRUCTION UNTIL AFTER THEY RECEIVE THE PRE CON PACKAGE AND HAVE A PRE CON WALK WITH THE PROJECT MANAGER. DIVISION 2 - SITE WORK: 1. THE CONTRACTOR SHALL CALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE PROJECT MANAGER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT LIMITED TO: A. FALL PROTECTION B. CONFINED SPACE C. ELECTRICAL SAFETY D. TRENCHING AND EXCAVATION 2. REMOVE FROM SITE/OWNER'S PROPERTY ALL WASTE MATERIALS, UNUSED EXCAVATED MATERIAL INCLUDING MATERIAL CLASSIFIED UNSATISFACTORY, CONTAMINATED OR DANGEROUS TRASH AND DEBRIS, AND DISPOSE OF IN A LEGAL MANNER. 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. 4. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH 7. THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING STRUCTURES DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING 5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING DIMENSIONS WHICH AFFECT THE NEW CONSTRUCTION. CONSTRUCTION. EROSION CONTROL MEASURES, AS REQUIRED DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED BY THE GOVERNING AUTHORITIES. ANY WORK THAT IS ENCLOSED OR COVERED UP BEFORE SUCH INSPECTION AND TEST SHALL BE UNCOVERED AT THE CONTRACTOR'S EXPENSE; AFTER IT HAS BEEN INSPECTED, THE CONTRACTOR SHALL RESTORE THE WORK TO ITS ORIGINAL CONDITION AT HIS OWN EXPENSE. 9. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ENGINEER AND OWNER (T-MOBILE) ASSUME NO RESPONSIBILITY WHATEVER AS TO THE PROFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL SAID UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING AFFECTED UTILITIES. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING. CONTRACTOR SHALL ESTABLISH GRADE AND LINE STAKES PRIOR TO CONSTRUCTION. KIMLEY-HORN DOES NOT GUARANTEE OR WARRANT THAT THE AFOREMENTIONED EASEMENTS ARE SUFFICIENT FOR CONSTRUCTION TRAFFIC. GC SHALL CONSULT WITH A T-MOBILE REPRESENTATIVE AND LANDLORD WITH EXACT LOGISTICS TO FACILITATE CONTRACTIBILITY OF THE SITE AND DELIVERY OF CRITICAL MATERIALS SUCH AS THE TOWER, STEEL, CONCRETE AND CRANES TO THE PROPOSED LEASE AREA. GC SHALL RESTORE SITE TO ORIGINAL CONDITIONS AND REPLACE ANY AND ALL DISTURBED TREES OR LANDSCAPING. KIMLEY-HORN IS NOT RESPONSIBLE FOR THE MAINTENANCE AND/OR OPERATIONAL FEASIBILITY. SCOPE OF WORK FOR THESE PLANS DOES NOT INVOLVE VALUE ENGINEERING AS WELL AS MAINTAINABILITY OPERATIONS OF THE SITE, ACCESS OR UTILITIES. DIVISION 3 - CONCRETE: 1. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM C172, ASTM C31 AND ASTM C39 UNLESS OTHERWISE NOTED. 2. CONCRETE FOR ALL FOUNDATIONS: 540 LBS PER CUBIC YARD OF CONCRETE MINIMUM CEMENT CONTENT FOR 1-INCH MAXIMUM SIZE AGGREGATE, SLUMP RANGE 3 INCHES TO 5 INCHES, TOTAL AIR CONTENT 4 PERCENT TO 7 PERCENT BY VOLUME. AIR ENTRAINING ADMIXTURE REQUIRED TO CONTROL TOTAL AIR CONTENT, WATER REDUCING ADMIXTURE PERMITTED TO OBTAIN SLUMP OVER 3-INCHES. 3. ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI 318) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND (ACI 301) STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE. 4. REBARS SHALL BE ASTM A-615 DEFORMED TYPE WITH MINIMUM YIELD STRENGTH OF 60,000 PSI (40,000 PSI GRADE MAY BE USED FOR TIES & STIRRUPS). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 5. DETAILING SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES (ACI STD-315 LATEST EDITION). 6. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4".UNLESS OTHERWISE NOTED. 7. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENT SHALL BE PROVIDED, EXCEPT AS NOTED ON DRAWINGS. MINIMUM COVER (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ... 3" EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 ... 2" #5 BAR AND SMALLER ... 1-1/2" 8. TESTS CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE. A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER FOUNDATION. TWO SHALL BE TESTED @ THREE DAYS, TWO @ TWENTY-EIGHT DAYS. THE FIFTH CYLINDER SHALL BE KEPT SEPARATELY, IF REQUIRED TO BE USED IN THE FUTURE. B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN. 9. PLACING CONCRETE A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAT 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT, UNLESS INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER. CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION SURFACES AND JOINTS INVOLVED IN THE PLACING HAVE BEEN APPROVED, AND UNTIL FACILITIES ACCEPTABLE TO THE T-MOBILE REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND T-MOBILE HAS PERFORMED A FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT IN WRITING. B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. 10. PROTECTION A. IMMEDIATELY AFTER PLACEMENT, THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED. B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE. DIVISION 5 - STRUCTURAL STEEL: 1. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE LATEST AISC MANUAL OF STEEL CONSTRUCTION (ASS), AWS D1.1, AND THE BASIC BUILDING CODE. STRUCTURAL STEEL SHALL BE AS FOLLOWS: A. ASTM A36, GRADE 36; ROLLED STEEL, RODS, PLATES, U-BOLTS AND ANCHOR BOLTS. B. ASTM A325 BOLTS, BEARING TYPE C. ALL STEEL SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE COMPLETE. 3. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER, AND T- MOBILE PROJECT MANAGER IN WRITING 4. TIGHTEN HIGH STRENGTH BOLTS TO A SNUG TIGHT CONDITION WHERE ALL PLIES IN A JOINT ARE IN FIRM CONTACT BY EITHER A. A FEW IMPACTS OF A IMPACT WRENCH B. THE FULL EFFORT OF A PERSON USING A SPUD WRENCH. 5. WELDING A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF REQUESTED. B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL CONFORM TO ASTM A-233, E70 SERIES. BARE ELECTRODES AND GRANULAR FLUX USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS VISUAL INSPECTION IS ACCEPTABLE. 6. PROTECTION A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH ZINC BASED PAINT. COLOR TO MATCH THE GALVANIZING PROCESS. C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN AND FREE FROM ACID, ALKALI, SALTS, OIL SEDIMENT, AND ORGANIC MATTER. SUCCESSFUL CURING SHALL BE OBTAINED BY USE OF AN AMPLE WATER SUPPLY UNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF SPRINKLERS, AND SPRAYING DEVICES. ELECTRICAL NOTES: 1. ELECTRICAL DESIGN SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. STRUCTURAL DESIGN SHALL BE PERFORMED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL AND STATE CODES AND NATIONAL ELECTRICAL CODE. 2. ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES, CONDUITS SIZES ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OF THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS. IN SOME EVENTS, IT MAYBE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE CAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITY OF KIMLEY-HORN. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 3. CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITY LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL UTILITIES AND GROUND LINES THAT MAY BECOME DISTURBED OR CONFLICTING IN THE COURSE OF CONSTRUCTION. DIVISION 13 - SPECIAL CONSTRUCTION ANTENNA INSTALLATION 1. WORK INCLUDED: A. ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB- CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL AND B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE SPECIFICATIONS. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND PROVIDE PRINTOUT OF THAT TEST. PROPERTY. E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU- PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL CABLE GROUNDING: 1. ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE WEATHER SEALED WITH FIRS CONNECTOR/SPLICE WEATHERPROOFING KIT #221213 OR EQUAL. 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS). SPECIAL INSPECTIONS PERIODIC SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH SECTION 1705.1.1 AND TABLE 1705.3 OF THE 2018 AND 2015 IBC AND 2012 IBC; SECTION 1704.15 AND TABLE 1704.4 OF THE 20091BC, AS APPLICABLE. THE SPECIAL INSPECTOR MUST MAKE PERIODIC INSPECTIONS DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, ANCHOR SPACING, EDGE DISTANCES, CONCRETE MEMBER THICKNESS, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT AND ADHERENCE TO THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. THE SPECIAL INSPECTOR MUST BE PRESENT AS OFTEN AS REQUIRED IN ACCORDANCE WITH THE "STATEMENT OF SPECIAL INSPECTION " UNDER THE IBC, ADDITIONAL REQUIREMENTS AS SET FORTH IN SECTIONS 1705, 1706 AND 1707 MUST BE OBSERVED, WHERE APPLICABLE, PER ICC-ESR # 3037." I•T • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKL.AND, WA 98033 E PLANS PREPARED BY: /) Kimley > Ho rn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: DATE: DESCRIPTION: BY:■ 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY: - CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: L. 51372 Gr TEW �SSICNAL�G� " E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 IIIIIIII SHEET TITLE: GENERALNOTES IIIIIIII SHEET NUMBER: T-2 ;IJ Ljj TQ 1 I— Ln SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN (E) T-MOBILE EQUIPMENT ROOM INSIDE SETS. KIMLEY-HORN HAS NOT COMPLETED A SITE SURVEY AND OF BUILDING AT PARKING GARAGE LEVEL - REFER TO PROPOSED EQUIPMENT THEREFORE MAKES IN CLAIMS AS TO THE ACCURACY OF INFORMATION PLAN SHEET C-1.3 DEPICTED ON THIS SHEEP. i I I I I I (� BUILDING I O I Z(E)RIONO LOT O I I I II I APN: 00694700210200 I ZONING: RM-1.5El I I IW it I� zmII I& wI a 0 a c O E-------� to ` of o I (E) PARKING LOT O I& of I°d gl I I I I 1 I I 000 I I I I I IF] I APPROXIMATE LOCATION OF PROPERTY LINE FORSYTH LN SITE PLAN SCALE: 1'-10'-0• (FULL SIZE) 10 s 0 10' 1'-20-0" (1107) (LE) BUILDING(TYP)) 7i T • . Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 @smartlink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 - PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 1 REV: m DATE: DESCRIPTION: � BY: ■ 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY: — CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 -J ENGINEER SEAL: L. 5� �0.t" GISTV SSIONAL�G� " - PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: PARCEL MAP SHEET NUMBER: V-1 SITE LEGAL DESCRIPTION: SECTION 25 TOWNSHIP 27 RANGE 03 QUARTER NW — EXECUTIVE, THE, A CONDOMINIUM BLK 002 D-00 — APT 102 BLDG B PRKG SP 86 & 18B TOW UND 4.751% INT IN COM AREAS & FACS AS DESC IN DECL REC AFN 7910090190 &AMEND PER AFN'S 8106260222, 8902280159. 9212210440, 9304050217, 199912020552, 2009042000651, 201202020394 NOTES: ROOF LINEWORK NOT SHOWN FOR CLARITY SEE SF GAI SEE SHEET C-2. BETA SECTOR — SEE SHEET C-2.2 FOR DETAILS ,� OVERALL SITE PLAN SCALE: r=zo'—o (FULL slzB) 20 10 0 20' 1-40-0- (11x17) IOBILE EQUIPMENT ROOM :ING GARAGE LEVEL — 0 PROPOSED EQUIPMENT IEET C-1.3 > ACESS HATCH SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS. KIMLEY—HORN HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. I•T • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV M DATE: DESCRIPTION: BY:■ 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY: - CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: L. 51 ��.{ �'GISTER� ,(A SSIONAL�G� " E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C-1.1 (E SPRINT (E) INCOMMING EXISTING EQUIPMENT PLAN AT PARKING GARAGE LEVEL SCALE: 1--V-0- (FULL SIZE) 1 6 O 1' 1/2•=V-0' (1107) (E) DISCONNECT TO REMAIN (E) 200A METER TO REMAIN INSTALLER NOTE: AMIAs ARE TO BE INSTALLED INTERNALLY IN THE 600A SSC CABINET. IF NO 600A SSC CABINET IS ON SITE, AMIAs ARE TO BE SUBSTITUTED WITH AMOBS. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING APPROPRIATE LOCATION WITHIN T—MOBILE LEASE AREA FOR AMOB MOUNTING AND PROVIDE TO CONSTRUCTION MANAGER. AMOB LOCATIONS MUST BE APPROVED BY CONSTRUCTION MANAGER PRIOR TO INSTALLATION. I•T • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV 111111 DATES DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 ISSUED FOR REVIEW ECW DRAWN BY: — CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 -J ENGINEER SEAL: L. 51 ��.{ �'GISTER� ,(A SSICNAL�G� " E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: EXISTING EQUIPMENT PLAN SHEET NUMBER: C-1.2 PROJECT BATTERY SYSTEM DATA BATTERYTYPE VALVE REGULATED LEAD ACID(VRLA) NO. OF BATTERIES 16 BATTERYMANFACTURER ENERSYS MODELNUMBER SRS 19OF DIMENSIONS 221 in x 4.92 in x 12.4 in(LxWxH) WEIGHT 1321bs NO OF CELLS PER UNIT SPECIFICGRAVITY (ELECTROLYTE) LEAD WEIGHT PER CELL (LBS) ELECTROLYTE WEIGHT PER CELL (LBS) PACURE SULFURIC ID WEIGHT (LBS) 6 1 1.3 1 15.97 4.22 1.68 IFC CHAPTER 6 COMPLIANCE: TOTAL ELECTROLYE =16 BATTERIES x 2.34 GAL/ BATTERY = 37.44 GAL (SINCE <50 GAL OF ELECTROLYTE, IFC CHAPTER( (E SPRINT (E) INCOMMING FINAL EQUIPMENT PLAN AT PARKING GARAGE LEVEL SCALE: E) DISCONNECT TO REMAIN E) 200A METER TO REMAIN (N) T—MOBILE JUNCTION BOX (3) NOKIA HCS 2.0 INSTALLER NOTE: AMIAs ARE TO BE INSTALLED INTERNALLY IN THE 600A SSC CABINET. IF NO 600A SSC CABINET IS ON SITE, AMIAs ARE TO BE SUBSTITUTED WITH AMOBS. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING APPROPRIATE LOCATION WITHIN T—MOBILE LEASE AREA FOR AMOB MOUNTING AND PROVIDE TO CONSTRUCTION MANAGER. AMOB LOCATIONS MUST BE APPROVED BY CONSTRUCTION MANAGER PRIOR TO INSTALLATION. I•T • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley)>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV 111111 DATES DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 ISSUED FOR REVIEW ECW DRAWN BY: - CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: L. 51 ��.{ �'GISTER� ,(A SSICNAL�G� " E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: FINAL EQUIPMENT PLAN SHEET NUMBER: C-1.3 (E) T—MOBILE EQUIPMENT TO BE REMOVED TOP OF GPS ANTENNA (1) ANTENNA SHROUD ELEV. = (3) ANTENNAS TOP OF EXISTING VENT CAP (3) RRHs ELEV. = 45'-10" TOP OF CHIMNEY ELEV. = 44'-10" T.O. EXISTING SPRINT ANT. = 3'-0" E.. 4 EXISTING SPRINT ACL ELEV. = 41'-6" BOTTOM OF CHIMNEY h 37'-8 (N) T—MOBILE EQUIPMENT ROOM AT PARKING GARAGE LEVEL — REFER TO PROPOSED EQUIPMENT PLAN SHEET C-1.3 ■1■I�I�I�I�I�III�E'1■111111�1�11111111-�11�1�1�1�1�1■1 1 EXISTING WEST ELEVATION SCALE: NOT TO SCALE NOTE: (N) T—MOBILE EQUIPMENT TO BE INSTALLED ANTENNA SHROUDS TO MATCH COLOR COMMSCOPE — FFW-65A—R2—V1 (3 TOTAL, 1 PER SECTOR) TOP OF GPS ANTENNA OF EXISTING CHIMNEY/BUILDING NOKIA — AEHC (3 TOTAL, 1 PER SECTOR) NOKIA — AHLOA (3 TOTAL, 1 PER SECTOR) ELEV. = 46'-3" TOP OF EXISTING VENT CAP NOKIA — AHFIG (3 TOTAL, 1 PER SECTOR) ANTENNA SHROUD (3 TOTAL, 1 PER SECTOR) ELEV. = 45'-10" TOP OF CHIMNEY ELEV. = 44'-10" IT.O. PROPOSED T—MOBILE ANT. ELEV. = 43'-0" PROPOSED T—MOBILE ACL A ELEV. = 41'-6" BOTTOM OF CHIMNEY A 11 r1r1 r1 �� r1r1 r1 �� r1r1 r1 �� ELEV. = 37'-8 III��nIG�I1��J�l�l�l� (N) T—MOBILE EQUIPMENT ROOM AT PARKING GARAGE LEVEL — REFER TO PROPOSED EQUIPMENT PUN SHEET C-1.3 2 SCAFINAL WEST ELEVATION LE: NOTTO SCALE GROUND LEVEL ELEV. - 0'-0" T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV M DATES DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY:- CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: L. 5� ��.{ �'GISTER� ,(A SSICNAL�G� " E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: BUILDING ELEVATION SHEET NUMBER: C-2.1 (E) T-MOBILE EQUIPMENT TO BE REMOVED (1) ANTENNA SHROUD (3) ANTENNAS NOTE: (N) T-MOBILE EQUIPMENT ANTENNA SHROUDS TO MATCH COLOR COMMSCOPE - FFW-65A-R2-V1 (3 TOTAL, OF EXISTING CHIMNEY/BUILDING NOKIA - AEHC (3 TOTAL, NOKIA - AHLOA (3 TOTAL, NOKIA - AHFIG (3 TOTAL, ANTENNA SHROUD (3 TOTAL, EXISTING SOUTH ELEVATION SCALE: NOT TO SCALE 2 FINAL SOUTH ELEVATION SCALE: NOT TO SCALE TOP OF GPS ANTENNA ELEV. = 46'-3" FT OP OF EXISTING VENT CAP ELEV. - 45'-10" TOP OF CHIMNEY ELEV. T.O. EXISTING SPRINT ANT. A EXISTING SPRINT41 ACL h ELEV. = 41'-6" BOTTOM OF CHIMNEY A ELEV. = 37'-8 GROUND LEVEL ELEV. = 0'70" TOP OF GPS ANTENNA ELEV. = 46'-3" TOP OF EXISTING VENT CAP ELEV. = 45'-10" TOP OF CHIMNEY ELEV. = 44-10" ]T.O. PROPOSED T-MOBILE ANT. h PROPOSED T-MOBILE ACL h ELEV. = 41'-6" BOTTOM OF CHIMNEY 1 ELEV. = 37'-8 GROUND LEVEL ELEV. = 0'-0" T • . Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 @smartlink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley)>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV M DA7EIIIIIIIIIIIIIIIIIIII DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY:- CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: L. 51 ��.{ �'GISTER� ,(A SSICNAL�G� " E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: BUILDING ELEVATION SHEET NUMBER: C-2.2 K w� NII i� as a Al FF1 0 000 0 GAMMA SECTOR C1 0 0 0 LLLO I L 81 yym ~D II N �n op ;[I EXISTING ALPHA ANTENNA PLAN SCALE: NOT TO SCALE N EXISTING BETA ANTENNA PLAN 2 SCALE: NOT TO SCALE N EXISTING GAMMA ANTENNA PLAN (3)SCALE: NOT TO SCALE N rI (N) T-MOBILE ANTENNA TOBE1 N ANTENNA SHROUDS TO MATCH COLOR OWN' CHIMNEY/BUILDING ANTENNA SHROUDS TO MATCH COLOR OF EXISTING CHIMNEY/BUILDING (E) � ' ANSHROUDS TO MATCH COLOR TENNA OF EXISTING CHIMNEYAWILDING I ALLED (3 TOTAL, 1 PER SECTOR) =e (E) BUILDING (N) T-MOBILE RRH iT'O0 BE INSTALLED NOKIA - AHLOA A2 (N) T-MOBILE ANTENNA (3 TOTAL 7 PER SECTOR) Al TO BE INSTALLED COMMSCOPE - FFW-65A-R2-V1 (N) T-MOBILE RRH 1100BE INSTALLED (3 TOTAL, 1 PER SECTOR) NOKIA - ANFIG ,•-z (3 TOTAL, 1 PER SECTOR) (N1 ANTENNA SHROUD (N) T-MOBILE ANTENNA �0 8E INSTALLED TO BE INSTALLED COMMSCOPE - FFW-65A-R2-V1 = (3 TOTAL, 1 PER SECTOR) (N) ANTENNA SHROUD TO BE INSTALLED 0 ((N) T-MOBILE RRH TO BE INSTALLED 000 0 �F(BE (3aTOTALAI PER SECTOR) C1 (N�) T-MOBILE RRH ( TO INSTALLED 0 (N) T-MOBILE ANTENNA 7O BE INSTALLED = O (3 TOTAL 1 PER SECTOR) %) T = BI LOA (N) T-MOBILE RRH NOKIA - AEHC N BE 70 BE INSTALLED z._z. (3 TOTAL, 1 PER SECTOR) + AHFIO (3 TOTAL, 1 PER SECTOR) 0 T-MOBILE RRH B1 ~ B2 GIMP SZ�GR 0 %(N) BE INSTALLED (N) T-MOBILE ANTENNA (N) T-MOBILE ANTENNA C2 NOKIA - AHLOA (3 TOTAL, 1 PER SECTOR) TO BE INSTALLED B 0 BE INSTALLED COMMSOOPE - FFW-85A-R2-V1 NOKIA - AEHC �o t (3 TOTAL, 1 PER SECTOR) sF (3 TOTAL., 1 PER SECTOR) 0 x� �P (N) ANTENNA SHROUD To BE INSTALLED (E) BUILDING FINAL ALPHA ANTENNA PLAN 4 SCALE: NOT TO SCALE N FINAL BETA ANTENNA PLAN 5 SCALE: NOT TO SCALE N FINAL GAMMA ANTENNA PLAN 6 SCALE: NOT TO SCALE N T • . Mobile • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 @smartlink 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV M DATE'. DESCRIPTION_ BY: 2 03/10/22 ISSUED FOR CONSTRUCTION r-W 1 08/12/21 ISSUED FOR CONSTRUCTIOA r-W 0 07/26/21 ISSUED FOR CONSTRUCTIOA CCW B 07/15/21 ISSUED FOR REVIEW CCW A 06/25/21 1 ISSUED FOR REVIEW CCW DRAWN BY.� CHECKED BY ECW KBF KHA PROJECT NUMBE.. KHCLE- 7683 ENGINEER SEAL L. 3�72 1�0�4`'�GIST'ERll SSIONAL V, E PRO-ECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 = S-EET TILE: ANTENNA PLAN S I I T NUMBFR: C-2.3 EXISTING ANTENNA / CABLE SCHEDULE MOUNT MOUNT RFDS ANTENNA RRU COVP HYBRID CABLE COAX CABLE SECTOR POSITION POSITION MODEL SIZE (IN) (DEG)AZIMUTH RAID CENTER QTY MODEL QTY MODEL QTY TYPE LENGTH QTY TYPE LENGTH ALPHA Al Al UNKNOWN 0 43 1 UNKNOWN 3 HYBRID EXISTING BETA B1 B1 UNKNOWN 180 43 1 UNKNOWN GAMMA C2 C2 UNKNOWN 270 43 1 UNKNOWN EXISTING ANTENNA/CABLE SCHEDULE SCALE: N/A PROPOSED ANTENNA/ CABLE SCHEDULE MOUNT SECTOR MOUNT POSITION RFDS POSITION ANTENNA RRU COVP HYBRID CABLE COAXCABLE MODEL SIZE (IN) DEG A7JMUTH RAID CENTER QTY MODEL QTY MODEL QTY TYPE LENGTH QTY TYPE LENGTH ALPHA Al Al COMMSCOPE-FFW-65AHR2-V1 48.2X252(9.3 20 43-0" 2 (1) ALOHA, (1) AHFIG 3 BREAKOUT PENDANTS 3 HCS 2.0 TRUNK 250'-0" 9 HCS 2.0 JUMPERS 15'-0" A2 A2 NOKIA-AEHC 35.4X22.8X8.3 20 43-0" - BETA B1 B1 COMMSCOPE-FFW-65A-R2-V1 48.2X25.2X9.3 140 43-0" 2 (1) ALOHA, (1) AHFIG B2 B2 NOKIA-AEHC 35.4X22.8X8.3 140 43-0" GAMMA C1 C1 COMMSCOPE-FFW-65ArR2-V1 48.2X25.2X9.3 250 43-0" 2 (1) ALOHA, (1) AHFIG C2 C2 NOKIA-AEHC 35.4X22.8X8.3 250 43-0" - IMPORTANT NOTE: PLEASE REFER TO LATEST RFDS SHEET FOR SNS CONFIGURATION. GC TO CAP ALL UNUSED PORTS PROPOSED ANTENNA/CABLE SCHEDULE 2 SCALE: N/A T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: = DA7E:iiiiiiiiiiii DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY:- CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: �O1?- �G, PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: ANTENNA SCHEDULE SHEET NUMBER: C-3 Configuration 56790EZ_SR_R * For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. AEHC LTE+5G B41 Active Antenna, L. (Alpha, Beta & Gamma) LB + MB Octo Passive Antenna FDD - Lowband L19+ B12 (L700) — 5 MHz L70 B71 (L600) —10 MHz L21 B71 (N600) — 15 MHz N600 Nzl FDD - Midband 134/1366 (L2100) — 20 MHz: 8 7 6 5 4 3 2 1 AHLOA AHFIG 700+600 AWS+PCS B66 (N2100) — 20 MHz B2 (1-1900) — 20 MHz B25 (L1900) — 20 MHz B25 (N1900) — 20 MHz SRAN — GSM PCS TDD - Band 41 L2.5(2.5GHz)— 60 MHz N41(2.5GHz) — 100MHz +2nd carrier (<=80MHz) — — — _ —ferJumpers-- TopIber — — — — � Jumpers � — — — — — — — — — — — Ground HCS2.0 HCS2.0 Rooftop Rooftop SRAN LTE + GSM I I FSMF 513 Airscale GSM PCS I I I I I I I I LTE FDD/TDD Airscalel I I I �RFDS SCALE. N/A I•T • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 @smartlink 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV M DATE'. DESCRIPTION_ BY.0 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY. - CHECKED BY: ECW KBF t• KHA PROJECT NUMBER. KHCLE-7683 ENGINEER SEAL �0 , PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: PLUMBING DIAGRAM SHEET NUMBER: C-4 MANUFACTURER:COMMSCOPE MANUFACTURER:NOKIA MODEL: FFVV-65A-R2-V1 MODEL: AEHC WEIGHT: 73.2 LBS; BRACKETS: 14.6 LBS WEIGHT: 108 LBS DIMENSIONS: 48.2" X 25.2" X 9.3" DIMENSIONS: 38.2" X 21.4" X 8.1" FREQUENCY: REFER TO RF DATA SHEET FREQUENCY: REFER TO RF DATA SHEET MECHANICAL DOWNTILT BRACKET 25.2" 9.3" 21.4° ao� 21.4" TOP TOP N N a a N BOTTOM RF CONNECTOR, TYP. FRONT SIDE W CONNECTORS, TYP. FRONT SIDE ANTENNA DETAIL ANTENNA DETAIL 2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE AHFIG RADIO MODULE AHLOA RADIO MODULE HEIGHT: 27.56" HEIGHT: 22.05" WIDTH: 13.39" WIDTH: 12.13" DEPTH: 5.59" DEPTH: 7.44" WEIGHT: 79.4 LBS WEIGHT: 83.8 LBS 13.39" 5, 59" 12.13" 7.44" f o u O in d) 0 0 N N u� U) n r N N j n pirt FRONT SIDE FRONT SIDE 12.13" TOP TOP RRH DETAIL RRH DETAIL 3 4 SCALE: NOT TO SCALE SCALE: NOT TO SCALE T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: = DA71E:iiiiiiiiiiii DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 I ISSUED FOR REVIEW ECW DRAWN BY:— CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: �O1?- �G, 0 ON V PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: EQUIPMENT SPECIFICATIONS SHEET NUMBER: C-5 CL .F NEW ANTENNAS ((T)) Radio frequency fields beyond this point may exceed the FCC general public exposure limit. Obey all polled s10nn end nlre 9.1— es enWromm�9In mo.-q...ry PART NO: TMO142862 ® NOTICE RADIOOFREQIIENCYRENVVIRONMENTS ®alpermnnelanpaldbaeeelanrama.— --my (ENE) ® All r peraonnerl enirerin0 Mla We must be auModad. ® Obey�leplmred angina ®e. e.nme'nwoM awm .nddl.bl. ® M bdm.11.nl.nm.. ®n ®n..pwar.�.�.n.��d...,�l�l.�ala:a��a�.� ®Oonol pparm WreuOon anrennee In equipment roam. � PART NO: TMO130956 ACAUTION Beyond this point: Radio frequency fields at this site may exceed FCC rules for human exposure. serety, obey a 1 mcta also• MM M1enue Y mronmems. ntllo PART NO: TMO142851 RF SIGNAGE DETAIL SCALE: NOT TO SCALE 7--2--7 2 SCAFRP SHROUD DETAIL LE: NOT TO SCALE A WARNING Beyonfd this point: Radio frequency fields at this site exeead FCC rules for burns. exposure. obey ell peeled nl0na end zit• wrdnmema mule resus In sexpm Inlury. PART NO: TMO145771 I•T .. e •Mobile" " " IN CASE OF EMERGENCY CALL 1-888-662-4662 W. III •� I ��0'I fl:` _! w r� ,o ✓o 'I s IeTmmm�m�s�minnn�mr�ee: I�1�� ;J 3 RAYCAP JUNCTION BOX 2.0 SCALE: NOT TO SCALE I•T .. • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV:. DA7E:iiiiiiiiiiiii DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY: - CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 ENGINEER SEAL: L. 2 w� �SSIONAL�G� " E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 S—EET TTLE EQUIPMENT SPECIFICATIONS [i IIII I N..VRI R: C-6 MANUFACTURER: NOKIA MODEL: FSMF (MODULE) DIMENSIONS: 5.2"x17.6"x16.5" WEIGHT: 25.3 LBS \I B II I III I� ICI �� 11�1 �I�III��II■�1A gn�1111111I �I�IILIIIwIOwowI' ® =. ILI falowi fl gi ll FSMF DETAIL SCALE: NOT TO SCALE MANUFACTURER: NOKIA MODEL: AMIA UNIT 11 DIMENSIONS: 5.1 "x15.7"x WEIGHT: 11.2 LBS (UNIT 4 AMIA DETAIL SCALE: NOT TO SCALE MANUFACTURER:RAYCAP MODEL: POWER PLUS 100-3-1U DIMENSIONS: 1.7' x 19.0" x x14.3" WEIGHT:TBD DVOLTAGE BOOSTER DETAIL SCALE: NOT TO SCALE MANUFACTURER: NOKIA MODEL: IXR-e DIMENSIONS: 17.25"x 10.0"x 1.75" WEIGHT: TBD it''r_1':_r'-r_r--r_r'-r_r--r_r' � ir':_r' �i _ •• �7❑" �]❑" �r,er.rr,er.r r:�r,a::*:a::*::*: � yrrr.rra: ROUTER DETAIL 1 0 SCALE: NOT TO SCALE MANUFACTURER: NOKIA MODEL: ABIC UNIT DIMENSIONS: 8.6"x14.2"x1.7' WEIGHT: 5.8 LBS RF2 RF4 RF6 RF8 RF1 RF3 RF5 RF7 RF9 2 ABIC DETAIL SCALE: NOT TO SCALE MANUFACTURER: NOKIA MODEL: ASIB UNIT DIMENSIONS: 8.6"x 14.2"x 1.7" WEIGHT: 6.4 LBS SYNC IN SYNC OUT EIF3 DC IN EAC I I SEI1 SEI2 EIF2 I EIF5 SRIO I I EIF1 I I LMP 5SCAE: NOT ASIB DETAIL LTO SCALE MANUFACTURER: NOKIA MODEL: ABIA UNIT DIMENSIONS: 8.6"x14.2"x1.1" WEIGHT: 4.6 LBS RF1 RF2 RF3 RF4 RF5 RF6 00000 00 00, 00 00 ..: 00 0 00 00 00 00 00 0 /--'\ABIA DETAIL � o SCALE: NOT TO SCALE EQUIPMENT RACK 1/2" 0 SIMPSON STRONG -TIE STRONG -BOLT 2 STAINLESS LOCK WASHER STEEL WEDGE ANCHOR WITH 3-3/4" NOMINAL EMBEDMENT FLAT WASHER (ICC ESR-3037), TO BE INSTALLED IN EACH CORNER CONCRETE OF CABINET (4 TOTAL) WITH SLAB PER PLAN MINIMUM 6.5' EDGE DISTANCE J A y A V .. A a z1z a d a• A g w c O d a'• m Q. n Q. w p ° .d d . a e' a. d a• C'Y'SCPAIC AL CABINET ATTACHMENT DETAIL LE: NOT TO SCALE MANUFACTURER: NOKIA MODEL: ABIL UNIT DIMENSIONS: 8.6"x14.2"x1.1" WEIGHT: 4.4 LBS SFP28 S-RF1 S-RF2 O0000000000000000000*0 00 • 0000000000000000 00 O° 0000000000000000 00 O 0000000800000000 0 00 O S-RF1 S-RF2 QSFP28 3 ABIL DETAIL SCALE: NOT TO SCALE MANUFACTURER: NOKIA MODEL: ASK UNIT DIMENSIONS: 8.6"x14.2"x1.7' WEIGHT: 6.6 LBS .-: STATUS SEI ®1 6 SCAE: NOT ASIK DETAIL LTO SCALE MANUFACTURER: NOKIA MODEL: FSEE UNIT \9 SCALE: NOT TO SCALE ig HILTI KWIK BOLT FRP ANCHOR SCALE: NOT TO SCALE I•T • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: 111111 DATE: DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY: - CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 ENGINEER SEAL: L. 5� w� Ort �'GISTV �SSIONAL�G� - E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 e S-EET TTLE: EQUIPMENT SPECIFICATIONS 111111 S III N_VRI R: C-7 3 7 6 5 4 3 2 1 DRAWN REV. ECN DESCRIPTION APPR. OP APR DATE D D QTY 2 100A FEED 28" 600AID BREAKERS FOR 6 7/8" SMART E2 2 RECTIFIERq 21 LOAD BREAKER AND SHELVES UP 5 BATTERY BREAKER 5 RECTIFIER�' POSITIONS LVDALARM BLOCK SMART E2 2RU 200A 22 5/16" 22 LOAD POSITIONS C C 84 1/16" a 36 RU REMAINING -11 IF g B A A FRONT VIEW RIGHT VIEW 90, 1 7 y DO NOT SCALE DRAWN BY DATE DRAWING ENGR/DSGNR DATE 28" btaylor 08/19/2020 UNLESS OTHERWISE SPECIFIED, CHECKED BY DATE DIMENSIONS ARE IN INCHES. TOLERANCES AS NOTED. 16125 E Euclid Spokane Valley WA 99216 SYSTEM s n Ph:509-755-0341 Fax:509-755-0345 I afl Enel-Sys Company P DESCRIPTION 18 1/2" ANGLE TOLERANCE 2000005840 CUSTOMER DRAWING X+1 ° SECTION A -A SIZE PART NUMBER REV. THIS DRAWING AND THE INFORMATION CONTAINED THEREON MOUNTING DIMENSIONS THIRD ANGLE PROJECTION IS SUBMITTED CONFIDENTIALLY AND 15 THE PROPERTVOF n _ PURCELL SYSTEMS. USE, REPRODUCTION, OR DISCLOSU RE VR NOTES: UNLESS OTHERWISE SPECIFIED. 0+ OF THE CONTENT OF THIS DRAWING OR ANY PORTION THEREOF DIN WRITING BY FOR ANY PURPOSEMUSTEAPPROISYSTEMS. PURCELL SVSTEMS. PROJECT SCALE 1:24 SHEET 1 OF 1 8 7 6 5 4 3 2 1 PURCELL EQUIPMENT RACK DETAILS SCALE: NOT TO SCALE T • . Mobile • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 @smartlink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV M DATE'. DESCRIPTION_ BY: 2 03/10/22 ISSUED FOR CONSTRUCTION r-W 1 08/12/21 ISSUED FOR CONSTRUCTIOA hCW 0 07/26/21 ISSUED FOR CONSTRU CTIOA E C W B 07/15/21 ISSUED FOR REVIEW E C W A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY.� CHECKED BY_ ECW KBF KHA PROJECT NUMBE. KHCLE- 7683 ENGINEER SEAL �O,?- �G, 0 11111 PRO -EC- I\FORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 = S-EET TTLE: EQUIPMENT SPECIFICATIONS 111111 IIII I N-VRI R: p Ci 0■ o■ 0E eLDeR.1 0000000• 0000000 0000000 0000000 0000000• 4 SEJOHMHR DPDTWA-0B-1923.9UORION-T= PM Number DesDlP9on O a ESGC700AHCU11 C�i4>«2�Y[A�19 9134 °eNT' oL1=21 Design: O`HO 21 C AhEm DELTA ELECTRONICS• INC. Shanchun.Yang Shanchun.Yang r"E�ROPERTYOF DELTA ELEOTROrvIOSENpNS pRE nND HE �o °DPS 3000-08-1223'ORION M8IS FOF THE MRNUFRCTURE OR BELL OFHE USES OR DE -ES WITNOUT PERMISSION. sioRu —RA.— ROLss.as. ss. P.H No. REV. A3 ESGC700-HCU11 100 CCALE 1:p• SIZE SHEET 1 OF 2 ISSUEOATE:031012021 1 2 3 4 A o00000o A [2a.83] �+�o y [8A3] z14.1 16.131 +sea :•.�]• g� �.. 0 ESGC700AHCU11 0 O c: a ®11 uz DELTA ELECTRONICS, INC. Drawg: ovlor 1 Design: 03HN2021 C Shanchun.Yang Shanchun.Yang 228.3 AN' "ECIII-TIINS " THE SHALL NOT BE REZRD�DUCTEUDROR USED AS THE D DIPS-2T ORION [23.82] 599.9 AIRARATURES DEu OR sioau Ror.as .a as of w PaR No. REV. y A3 ESGC700-HCU11 00 ; SIZE SHEET 2 OF 2 ISSUE DATE:0L10Y2021 RT 1 2 3 �w 2311 BATTERY RACK DETAILS SCALE: NOT TO SCALE T • • Mobile • • - 19807 NORTH CREEK PKWY BOTHELL, WA 98011 @smart'nk 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 1 REV: 111111 DATE: DESCRIPTION: � BY: ■ 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 ISSUED FOR REVIEW ECW DRAWN BY: — CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 ENGINEER SEAL: i OJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: EQUIPMENT SPECIFICATIONS 111111 S III N-VRI i C-9 INSTALLER NOTE: ALL TRENCHING REQUIRED WITHIN COMPOUND SHALL BE PERFORMED BY HAND -DIGGING ONLY. LEGEND, MECHANICAL CONNECTION ® GROUND ROD ® TEST WELL ■ EXOTHERMIC WELD -- GROUND CONDUCTOR EQUIPMENT GROUNDING PLAN SCALE: 1/4•-1'-0 (FULL SIZE) I•T • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 ■ PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 1 REV: ■ DATE: DESCRIPTION: BY:■ 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY: - CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 -J ENGINEER SEAL: L. 51 ��.{ �'GISTER� ,(A SSICNAL�G� " ■ PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: GROUNDING DIAGRAM SHEET NUMBER: G-1 TO ANTENNA COAX TO ANTENNA COAX WIRE SIZE BURNDY LUG BOLT SIZE #6 GREEN INSULATED YA6C-2TC38 3/8" - 16 NC SS 2 BOLT COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR #2 SOLID TINNED YA3C-2TC38 3/8" - 16 NC SS 2 BOLT O O O OO O OO O O O O O 0000 0 0 0000000000000 #2 STRANDED YA2C-2TC38 3/8" - 16 NC SS 2 BOLT #2/0 STRANDED YA26-2TC38 3/8" - 16 NC SS 2 BOLT 0 0 0 00000000000000 0 O 0000000000000 Q 0 0 0 O O O O O O O O O O O O O O O O O OO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q #4/0 STRANDED YA28-2N 1/2" - 16 NC SS 2 BOLT #2 SOLID TINNED COPPER CONDUCTOR TO TOWER/SHELTER BURNDY GROUND LUG W/ LONG BARREL HEAT SHRINK GROUND RING (2 TYP. FOR (SEE CHART) (CLEAR) TWO HOLE LONG BARREL TWO HOLE LONG BARREL COMPRESSION LUG GROUND BAR ONLY) NUT (TYP) COMPRESSION LUG (TYP) (TYP)BOTTOM NOTES: NOTES: LOCK WASHER (TYP) 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. GROUND 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). CONDUCTOR 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. GROUND BAR BOLT (SEE CHART) () ANTENNA GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL BURNDY TWO HOLE LUG 2 W/ LONG BARREL (SEE CHART) 1 SCALE: NOT TO SCALE SCALE: NOT TO SCALE BARE WIRE TO BE TREATED WITH NO-OX AT BOTH ENDS NOTE: STRANDED ALL GROUNDING LUGS ARE TO BE (SEE CHART) INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE 3/8-11x1" TAMPER BOLTS, NUTS, LOCK WASHERS SHALL RESISTANT BOLT BE STAINLESS STEEL. ALL HARDWARE (TYP) ARE TO BE AS FOLLOWS: BOLT, FLAT #6 MIN. FROM ANTENNA WASHER, GROUND BAR, GROUND CABLE GROUND KIT INSULATORS LUG, FLAT WASHER AND NUT. A SEE NOTE 2. (TYP) 0 WALL BRACKET0 MECHANICAL LUG CONNECTION 0 0 3 0 0 SCAL E: NOT TO SCALE GROUND BAR ON SHELTER. ICE 0 0 BRIDGE, OR ON ANTENNA TOWER 0 0 0 O O O O O QO O O O 0 0 0 0 OO 0 0 0 0 O QO 0 0 O pO UNIVERSAL COPPER 0 GROUND BAR (4"x20 O O LOCK WASHER ® STAINLESS STEEL BOLT (TYP) P/N M10 (n.p) STAINLESS STEEL TWO -HOLE FLAT WASHER COMPRESSION LUG 2-HOLE CRIMP/ (TYP)TWO HOLE LUG, OR GROUNDING SHALL BE COMPRESSION EXOTHERMIC WELD TO BE ELIMINATED WHEN GROUND CONNECTOR USED WITH #2 BARE BAR IS ELECTRICALLY BONDED CONDUCTOR WIRE TO TO METAL TOWER NOTES: GROUND BUILDING SERVICE GROUND— OR GROUND RING 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NE TO BE INSTALLED ON CROWN CASTLE _ -_ BAR USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO _ - -_- MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, _-- - STAINLESS STEEL CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. FLAT WASHER STAINLESS STEEL =___ ___- (TYP) 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL BELLVILLE WASHER STAINLESS STEEL NUT USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. (TYP) (TYP) SINGLE CONNECTOR AT GROUND BARS GROUNDWIRE INSTALLATION GROUND BAR DETAIL �, STAINLESS STEEL BOLT 5 SCALE: NOT TO SCALE SCALE: NOT TO SCALE STAINLESS STEEL FLAT WASHER DRAGON TOOTH WASHER (�) STEEL 2-HOLE CRIMP/ COMPRESSION STAINLESS STEEL WEATHERPROOFING KIT CONNECTOR FLAT WASHER (SEE NOTE 3) (TYP) ANTENNA CABLE COAX JUMPER NOTE: MINIMUM OF S/S NUT STAINLESS STEEL STAINLESS STEEL NUT (TYP) 3 THREADS TO BE (TYP) BELLVILLE WASHER VISIBLE (TYP) TO ANTENNA (TYP) SINGLE CONNECTOR AT STEEL OBJECTS S/S SPLIT WASHER CABLE CONNECTOR 2 HOLE LONG (TYP) BARREL TINNED STAINLESS STEEL SELF -DRILLING STAINLESS STEEL WEATHERPROOFING KIT SOLID COPPER LUG S/S FLAT METAL SCREW FLAT WASHER #6 STRANDED COPPER (SEE NOTE 3) (TYP) WASHER (TYP) (TYP) GROUND WIRE (TYP) (GROUND TO GROUND BAR) CABLE GROUND KIT 2-HOLE CRIMP/ SEE NOTES 1 & 2 COMPRESSION - - TIN COATED SOLID CONNECTOR - - COPPER BUS BAR S/S FLAT METALLIC OBJECT NOTES: WASHER DRAGON TOOTH (TYP) WASHER 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CHERRY INSULATOR (TYp) WIRE DOWN GROUND BAR. INSTALLED IF REQUIRED S/S BOLT SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR KI (TYP) RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE GROUND KIT CONNECTION LUG DETAIL HARDWARE DETAIL FOR EXTERIOR CONNECTIONS 8 6 % SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 @smartlink 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PRFPARFO BY: Kimley>>> Horn COA #954 421 EAY1'TTISVILI:IS ST, SUITL 600 RN.EIGH, NC 27601 REV 111111 DATEIIIIIIIIIIIIIIIIIIII DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY'.� CHECKED BY:� ECW KBF IIIIIIII KHA PROJECT NUMBE. KHCLE- 7683 ENGINEER SEAL L. 51372 ,GIST'ER� SSIONAL V, & 11111 PRO-ECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 e S-EET TTLE: GROUNDING DETAILS 111111 S III N_ V RI R: G-2 TYPE TA TYPE VN TYPE NC TYPE SS TYPE VV TYPE VS TYPE VB TYPE PT 1� %* 5�4 9 9 TYPE GT TYPE GY TYPE GR TYPE GL EXOTHERMIC CONNECTIONS SCALE: NOT TO SCALE RF CABLE TO ANTENNA STANDARD GROUND KIT (TYP) - #6 AWG (PROVIDED WITH GROUND KIT TYP) RF CABLE (TYP FOR ALL) RF CABLE TO EQUIPMENT AREA VIA TRAY OR ICE BRIDGE MONOPOLE I ANTENNA GROUND BAR WITHOUT INSULATORS, BONDED DIRECTLY TO THE MONOPOLE AT RAD CENTER ANTENNA GROUND BAR WITH INSULATORS, AT BOTTOM OF MONOPOLE EXOTHERMIC WELD MONOPOLE FOUNDATION GROUND RIN � 1 2 AWG BCW SOLID 1 TIN�f FD (TYPICAL) RF CABLE GROUND SCALE: NOT TO SCALE �-1 DETAIL NOT USED 0 SCALE: NOT TO SCALE TO ANTENNAS NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT TX1/RX1 GROUND WIRE DOWN TO ANTENNA GROUND BAR. COAXJ (TYP)2. WEATHERPROOFING SHALL BE TWO-PART CONNE TAPE KIT. COLD SHRINK WEATH ICABLE SHALL NOT BE USED. KIT (TY WEATHERPROOFING KIT (TYP) GROUND KIT (TYP) ANTENTO EQ #6 AWG ANTENNA GROUND BAR, WITHOUT INSULATORS. BONDED DIRECTLY TO MONOPOLE OR TOWER AT ANTENNA LEVEL. TO GROUND RING CABLE GROUND CONNECTIONS "It')SCALE: NOT TO SCALE GENERAL GROUNDING NOTES: x (TYPICALLY) ANTENNA CABLE 2 12"TO 24" N d 120" MAX. 5 WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT I L CABLE CONNECTOR #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTES 1 & 2 NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE GROUND KIT 3 SCALE: NOT TO SCALE 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: #2/0 BARE TINNED SOLID COPPER CONDUCTOR: CADWELD TO RODS OR GROUND RING LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. 3. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. 4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NO GREATER THAN 90 DEGREES. 5. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL INSPECT THE GROUNDING SYSTEM. 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 DUE TO DIFFICULTY WITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBE ON ICE BRIDGE IF MOUNTING TO TOWER LEG IS POSSIBLE. 7. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. ANTENNA ASSOCIATED gNTEN EQUIPMENT MAST (I.E. RRH/TMA) #6 AWG (TYP 1: ANTENNA ANTENNA ASSOCIATED ASSOCIATED EQUIPMENT ANTENNA MAST EQUIPMENT A MAST (I.E. RRH/TMA) (I.E. RRH/TMA) #6 AWG (TYP.) GND BAR (CIGBE) NEAR ANTENNAS �, DETAIL NOT USED V SCALE: NOT TO SCALE GND BAR GND BAR (CIGBE) PENDANT (CIGBE) NEAR NEAR ANTENNAS ANTENNAS GND BAR I AT RAD CENTER (CIGBE) I WITHOUT INSULATORS INSULATED GROUND (TYP.) T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: = DA7E:iiiiiiiiiiiii DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 ISSUED FOR REVIEW ECW DRAWN BY:CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: L. 5� ��.{ �'GISTER� ,(A SSIONAL�G� " E PROJECT INFORMATION: SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 IIIIIII SHEET TITLE: GROUNDING DETAILS IIIIIII SHEET NUMBER: G-3 0 T no 0 •o — — — — —l0 00 00 I I I I I I I •• _� a o o ao so D=A CCf-rr%D NiB+C' TOTALLY COMMITTED. ALPHA SECTOR 4 GAMMA SECTOR Rg'd3ycap 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA P: (800)-755-0689 / F: (843)-207-0207 W W W. RAYCAP.COM PROJECT MANAGER: CODY STEPHENS ; 843-473-6562 FINAL_ ENGINEERING KIMLEY-HORN THE EXECUTIVE 1001 5TH AVENUE S. E D M O N DS, WA 98020 RAYCAP #: TM21-00586H-32R0 DRAWING INDEX T1 TITLE SHEET N1-N2 NOTES & SPECIFICATIONS S1 ALPHA SECTOR PLAN VIEW S2-S3 ALPHA SECTOR SECTIONS - ELEVATIONS S4 BETA SECTOR PLAN VIEW - SECTIONS S5 GAMMA SECTOR PLAN VIEW - SECTIONS T • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: 111111 DATE: DESCRIPTION: � BY: ■ 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY: - CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: �01?- �Gl�- PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: SHROUD DETAILS SHEET NUMBER: R-1 GENERAL I. THIS PRODUCT IS SOLD PURSUANT TO RAYCAPISTEALTH TERMS AND CONDITIONS, WHICH ARE INCORPORATED HEREIN BY REFERENCE. 2. THESE SHALL APPLY FOR ALL CASES UNLESS NOTED OTHERWISE (U.N.O.). 3. ANY ITEMS REFERENCED AS BEING ON "HOLD" ARE TO BE INCLUDED IN THE WORK AS SHOWN. HOWEVER, CONSTRUCTION OR FABRICATION IS NOT TO BEGIN UNTIL THE "HOLD" REFERENCE IS REMOVED. 4. IN THE CASE WHERE DIMENSIONS CONTAINED WITHIN ARE LABELED TO BE VERIFIED IN FIELD (V.I.F.), THEY MUST BE FIELD VERIFIED AND/OR CUSTOMER APPROVED PRIOR TO FABRICATION OF MATERIALS. 5. IN THE CASE THAT THE PROPOSED IS TO BE PLACED ON AN EXISTING STRUCTURE, THE MODIFICATIONS DEPICTED IN THESE DRAWINGS ARE INTENDED TO PROVIDE STRUCTURAL SUPPORT FOR THE ADDITION OF THE TELECOM STRUCTURE OUTLINED WITHIN. THE EXISTING STRUCTURE, WHETHER IT BE A FOUNDATION, POLE, OR BUILDING (IF APPLICABLE) SHALL BE ANALYZED AND RETROFITTED AS REQUIRED, BY OTHERS, TO WITHSTAND THE LOADS IMPOSED BY THE NEW RAYCAP STRUCTURE SHOWN ON THE DRAWINGS. 6. TELECOM PRODUCTS SHALL BE INSTALLED BY A CONTRACTOR EXPERIENCED IN SIMILAR WORK. CARE SHALL BE TAKEN IN THE INSTALLATION OF ANY AND ALL MEMBERS IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS AND PROCEDURES. ALL APPLICABLE OSHA SAFETY GUIDELINES ARE TO BE FOLLOWED. RAYCAP IS NOT PROVIDING FIELD INSTALLATION SUPERVISION. 7. NOTES FOR CONTRACTOR/INSTALLER: ALL BIDS FOR THE INSTALLATION/ERECTION OF THIS PRODUCT SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING MINIMUM REQUIRED TRADES: RIGGING, STEEL ERECTION, STEEL FABRICATION/MODIFICATION, WELDING, ELECTRICAL, CONCRETE, EXCAVATION AND WATERPROOFING. CONTRACTOR MAY, IN CONTRACTORS SOLE AND ABSOLUTE DISCRETION, DETERMINE ADDITIONAL TRADES ARE NECESSARY TO INSTALLIERECT THE PRODUCT. 8. THESE DRAWINGS INDICATE THE MAJOR OPERATIONS TO BE PERFORMED, BUT DO NOT SHOW EVERY FIELD CONDITION THAT MAY BE ENCOUNTERED. THEREFORE, PRIOR TO BEGINNING OF WORK THE CONTRACTOR SHOULD SURVEY THE JOB SITE THOROUGHLY TO MINIMIZE FIELD PROBLEMS. 9. PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 10. THE STRUCTURAL INTEGRITY OF THIS STRUCTURE IS DESIGNED TO BE ATTAINED IN ITS COMPLETED STATE. WHILE UNDER CONSTRUCTION ANY TEMPORARY BRACING OR SHORING WHICH MAY BE REQUIRED TO MAINTAIN STABILITY PRIOR TO COMPLETION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 11. THE PLANS AND DETAILS WITHIN DO NOT INCLUDE DETAILS OR DESIGN FOR DRAINAGE FROM OR WATERPROOFING OF EXTERIOR OR INTERIOR SURFACES OF THE STRUCTURE. THESE DETAILS MUST BE COMPLETED BY OTHERS. 12. CONTRACTOR TO SHIM BASE PLATES AND MATING FLANGES AS REQUIRED TO ENSURE LEVEL SURFACE. STRUCTURAL STEEL AND ALUMINUM 1. STEEL FABRICATION AND INSTALLATION SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL AND SPECIFICATIONS. 2. STEEL I -SHAPE, ANGLE, CHANNEL, AND MISCELLANEOUS MEMBERS SHALL CONFORM TO ASTM A36 (36 KSI MIN. YIELD STRENGTH) STEEL SPECIFICATIONS, U.N.O. 3. STEEL PLATE MEMBERS SHALL CONFORM TO MINIMUM ASTM A36 (36 KSI MIN. YIELD STRENGTH) STEEL SPECIFICATIONS U.N.O. 4. STEEL PIPE AND ROUND TUBE MEMBERS SHALL CONFORM TO ASTM A500 GRADE B (42 KSI MIN. YIELD STRENGTH) STEEL SPECIFICATIONS, U.N.O. 5. STEEL RECTANGULAR AND SQUARE TUBE MEMBERS SHALL CONFORM TO ASTM A500 GRADE B (46 KSI MIN. YIELD STRENGTH) STEEL SPECIFICATIONS, U.N.O. 6. STEEL WIDEFLANGE MEMBERS SHALL CONFORM TO ASTM A992 (50 KSI MIN, YIELD STRENGTH) STEEL SPECIFICATIONS U.N.O. 7. STEEL TAPERED POLES SHALL CONFORM TO ASTM A572 GR50 FOR 11 GA AND ASTM A572 GR65 FOR .188" and .25" WALL THICKNESS. 8. ALUMINUM PLATE MEMBERS SHALL BE GRADE 5052. EXCEPTION FOR %" OR THICKER UNBENT MEMBERS TO BE GRADE 6061. 9. ALUMINUM PIPE TO BE GRADE 6061. 10. ALUMINUM TAPERED POLES TO BE GRADE 6063. 11. ALL STRUCTURAL BOLTS FOR STEEL -TO -STEEL CONNECTIONS SHALL CONFORM TO ASTM F3125 GRADE A325 SPECIFICATIONS, U.N.O. A325N AND A325X ALLOWED. ALL BOLTS ARE RECOMMENDED TO BE ORIENTED WITH THREADS UP AND OUT UNLESS SITE SPECIFIC CONDITIONS WARRANT OTHERWISE. 12. STRUCTURAL BOLTS SHALL BE TIGHTENED TO A MINIMUM "SNUG TIGHT" CONDITION U.N.O. IN THE CASE "TURN OF THE NUT" METHOD IS REQUIRED, REFERENCE TABLE N1.1. 13. STRUCTURAL BOLT HOLE EDGE DISTANCES SHALL BE PER AISC SECRON 13 14. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY (AWS) BY CERTIFIED WELDERS PER AWS D1.1 FOR STEEL, AWS D3.2 FOR ALUMINUM AND AWS D1.6 FOR STAINLESS STEEL. STEEL WELDS SHALL BE BY E70XX, LOW HYDROGEN ELECTRODE. 15. UNCOATED STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123 SPECIFICATIONS AFTER FABRICATION OR PAINTED WITH RUST INHIBITIVE PRIMER. 16. STEEL HARDWARE SHALL BE HOT DIP GALVANIZED PER ASTM F2329, U.N.O. 17. AFTER ANY FIELD HOLE PUNCHING / DRILLING OR CUTTING HAS BEEN COMPLETED, OR FOR ANY DAMAGED STRUCTURAL MEMBER, THE GALVANIZING MUST BE REPAIRED ACCORDING TO ASTM A780. 18. ALL WELDED STEEL ASSEMBLIES AND INDIVIDUAL STEEL PARTS SHOULD HAVE THE PART NUMBER WELDED OR TAGGED ONTO THE PART OR ASSEMBLY. IF WELDED, THE PART NUMBERS SHOULD BE LOCATED CONSISTENTLY AND AWAY FROM ANY CONNECTION POINT TO AVOID ANY INTERFERENCE ISSUES WITH THE WELD. STEALTHSKIN PANELS 1. FASTENER HOLES IN STEALTHSKIN FOAM COMPOSITE PANELS ARE NOT FACTORY DRILLED AND MUST BE DRILLED IN THE FIELD. 2. PANEL FASTENERS TO BE SPACED 12" O.C. MAX. AND LOCATED 6" MAX. HORIZONTALLY FROM EACH EDGE AT TOP AND BOTTOM OF PANEL, UNLESS NOTED OTHERWISE. MAINTAIN 1 e MIN. EDGE DISTANCE FROM ALL EDGES. 4' WIDE PANELS REQUIRE (4) FASTENERS TOP AND BOTTOM. S' WIDE PANELS REQUIRE (5) FASTENERS TOP AND BOTTOM. 3. WHEN FASTENER BOLT HEAD OR NUT BEARS DIRECTLY ON SURFACE OF STEALTHSKIN PANEL, TIGHTEN PANEL BOLTS ONLY 1/2 TURN PAST SNUG. APPLY THREAD LOCK COMPOUND TO THE THREADS OF METAL BOLTS. USE THIN BEAD OF EPDXY TO LOCK THE NUTS OF FRP BOLTS AND STEALTH® STAINLESS STEEL PANEL BOLTS. USE WASHER OR FLANGED HEAD BOLT, OR FASTENER WITH LARGE BEARING SURFACE. 4. PANELS WILL EXPAND AND CONTRACT DUE TO TEMPERATURE. WHEN INSTALLING PANELS IN COLD TEMPERATURES, EVENLY SPACE PANELS ALONG LENGTH OF SCREEN WALL WITH EQUAL GAPS BETWEEN PANELS TO ALLOW FOR EXPANSION DURING WARM TEMPERATURES. 5. ADJACENT FLAT PANELS ARE JOINED BY A VERTICAL FOAM SPLINE THAT IS INSERTED INTO GROOVE; CUT INTO THE SIDE OF EACH PANEL. DO NOT LIFT PANELS BY GROOVES. PANELS MUST BE LIFTED WITH FORCE DIRECTED ONTO PANEL SURFACE. 6. ADJACENT RADIUS PANELS ARE JOINED BY A VERTICAL H-CHANNEL. INSERT PANELS INTO EACH SIDE OF H-CHANNEL 7. RADIUS PANELS MUST BE EVENLY SPACED ALONG RADIUS SUPPORT. CONTRACTOR TO MEASURE LENGTH OF RADIUS SUPPORT AND DIVIDE BY THE NUMBER OF RADIUS PANELS TO DETERMINE PROPER SPACING. H-CHANNEL CONNECTORS ARE USED TO COVER THE GAP BETWEEN PANELS AND TO ALLOW FOR PANEL EXPANSION AND CONTRACTION. 8. SURFACES OF PANELS SHALL BE COATED WITH SUITABLE PAINT FOR UV PROTECTION. TOP EDGE OF PANEL MUST BE COVERED TO PREVENT WATER TRAVEL BETWEEN PANELS. USE SHERWIN WILLIAMS "COROTHANE II" OR PRE APPROVED EQUIVALENT. 9. EXPOSED TOP AND SIDE FOAM EDGES OF PANELS MUST BE COVERED OR COATED FOR UV PROTECTION. RAYCAP, INC. WILL PROVIDE PANEL EDGE CAPS (VERTICAL AND HORIZONTAL) TO BE FIELD APPLIED FOR THIS PURPOSE FOR MOST APPLICATIONS. HORIZONTAL AND VERTICAL PANEL EDGE CAPS TO BE SECURED TO THE EXPOSED EDGES OF THE PANELS WITH PROVIDED TEK SCREWS INSTALLED @ 12" MAXIMUM SPACING ON THE INSIDE FACE OF THE PANEL. IN RF SENSITIVE LOCATIONS, CONTRACTOR WILL APPLY (2) BEADS OF ADHESIVE TO EACH INSIDE CORNER OF THE EDGE CAP AND SECURE CAP TO PANEL WITH TAPE WHILE ADHESIVE CURES. 10. AT CORNER APPLICATIONS, VERTICAL PANEL EDGE CAPS ARE TO BE USED TO CAP BOTH EXPOSED EDGES (1 PER CUT EDGE OF PANELS). THESE EDGE CAPS ARE TO BE CUT 1" SHORTER THAN THE PANEL AND LEAVE 1" GAP AT THE TOP TO ALLOW ROOM FOR THE THE HORIZONTAL PANEL EDGE CAP AT THE TOP. CONTRACTOR TO APPLY (2) BEADS OF ADHESIVE TO EACH EDGE CAP (INSIDE CORNERS OF CAP), AND SECURE WITH TAPE AND/OR PROVIDED SCREWS (16 TOTAL PER CORNER) WHILE THE ADHESIVE CURD. IF CORNERS ARE IN NON-RF AREAS, EDGE CAP SCREWS CAN BE LEFT IN PLACE. 11. AT CORNER APPLICATIONS WITH SSV PANEL ONLY, CORNER CHANNELS ARE TO BE USED TO JOIN PANELS TOGETHER. BOTH ADJOINING PANELS WILL BE INSERTED INTO THE CORNER CHANNEL AND SECURED USING PROVIDED NYLON PUSHPINS. THE PUSHPINS ARE TO BE PLACED ON THE INSIDE OF ONE OF THE PANELS ONLY @ 12" MAXIMUM SPACING. BALLASTED CONCEALMENTS 1. ROOF MUST BE CLEAN AND FREE OF DEBRIS. 2. THE BALLAST FRAME IS TO BEAR ON A NEOPRENE PAD PROVIDED BY OTHERS, PLACED BETWEEN THE NEW BALLAST FRAME AND ROOF. 3. DESIGN ASSUMES CONTRACTOR IS RESPONSIBLE FOR LEVELING THE PLATFORM ON ROOF AND PROVIDING APPROPRIATE SHIM METHOD IF ROOF IS SLOPED. 1. FRP STRUCTURAL SHAPES SHALL BE BEDFORD FRP SERIES 1525, MANUFACTURED USING THE PULTRUSION PROCESS. 2. IF PREFABRICATED MEMBERS DO NOT ASSEMBLE PER PLAN, CONTACT RAYCAP, INC. BEFORE CUTTING OR ALTERING FABRICATED MEMBERS. 3. FRP STRUCTURAL MEMBERS SHALL BE FABRICATED AND ASSEMBLED AS INDICATED ON THE DRAWINGS. 4. THE CONTRACTOR SHALL PROTECT THE FRP STRUCTURAL MEMBERS FROM ABUSE TO PREVENT BREAKAGE, NICKS, GOUGES, ETC. DURING FABRICATION, HANDLING, AND INSTALLATION. 5. FRP BOLTS SHOULD BE TIGHTENED Vz TURN PAST SNUG AND LOCKED WITH EPDXY. Nis+cM TOTALLY COMMITTED DESIGN NOTES: STRUCTURAL DESIGN IS BASED ON THE 2018 IBC 8 ASCE 7-16 STANDARD SITE LOCATION: EDMONDS, WA DESIGN LOADS: WIND: ULTIMATE WIND SPEED: 98 MPH (3-SEC GUST) RISK CATEGORY: II EXPOSURE:C SEISMIC: IMPORTANCE FACTOR: 1.0 RISK CATEGORY: II SITE CLASS: D MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 1.283g S1= 0.451g SEISMIC DESIGN CATEGORY: D SPECTRAL RESPONSE COEFFICIENTS: Sds = 1.026g Sd1= N/A REACTIONS: SHEAR REACTION: V= 500 lbs AXIAL REACTION: R= 400lbs • S VQ Wgow DRAWN DSP Raycap 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA DESIGNED ARS REVISED NB-C DRAWING NOT TO SCALE ALL INIES SEESPECINCHFIED KI M LEY UNLESS OTHERW -HORN THE EXECUTIVE TOLERANCES: DECIMAL: FRACTIONAL: .X t0.1 = 31116 1001 5TH AVENUES. .XX t0.03 EDMONDS, WA 98020 .XXX t0.01 ANGLES i5° SHEET# BEVISK)N ALL BENDING TOLERANCES: 1.0^ NOTES & SPECIFICATIONS N 1 E RAYCAP #: TM21-00586H32RO DATE: 02-24-2022 PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY B CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2021 RAYCAP INC. ALL RIGHTS RESERVED T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: = DA7E:iiiiiiiiiiiii DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 ISSUED FOR REVIEW ECW IIIIIII DRAWN BY:� CHECKED BY:� ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 J ENGINEER SEAL: �O1?_ �G, PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 IIIIIII SHEET TITLE: SHROUD DETAILS IIIIIII SHEET NUMBER: R-2 T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: = DA7E:iiiiiiiiiiii DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY:- CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: �O1?- �G, 0 PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: SHROUD DETAILS SHEET NUMBER: R-3 1/4" FRP EXISTING CHIMNEY =T—---------T--�—� I 4x4x3/8"SIEELGIRT, TOP, MID. &BOT., TYP. A I I I 4x4x3/8" STEEL CLIP ANGLE, I I I I -44 I I I TOP & MID. ONLY,TYP, I I 4x4x3/8" STEEL OUTRIGGERS, I I I I I I I I TOP, MID. & BOT., TYP. I I I I F k B 4x4x3/8" FRP CLIP ANGLE, 7 TOP & MID. ONLY,TYP, 4z40/8" FRP GIRT, PANEL TOP, MID. & BOT., TYP. 2w 4-0 ALPHA SECTOR PLAN VIEW NOTES: 1.) THE INTEGRITY OF THE EXISTING STRUCTURE MUST BE VERIFIED BY OTHERS. 2.) DIMENSIONS OF THE EXISTING STRUCTURE ARE BASED UPON DRAWINGS BY EPB ASSOCIATES, INC., DATED 3-23-2021 AND HAVE C NOT BEEN PHYSICALLY VERIFIED BY STEALTH®. VERIFICATION OF THESE DIMENSIONS IS THE RESPONSIBILITY OF THE CUSTOMER. C 3.) THE ATTACHMENT TO EXISTING (DESIGN AND FASTENERS) MUST BE PROVIDED BY OTHERS. STEALTH® WILL ONLY SUPPLY FASTENER SIZE AND QUANTITY REQUIRED, FOR ATTACHMENT TO EXISTING. 4.) THE PANELS ARE TO BE PAINTED / TEXTURED ACCORDING TO THE CUSTOMER APPROVED SAMPLE(S). .) IT IS THE RESPONSIBILITY THE CUSTOMER TO VERIFY FIT COAX CLEARANCE. 6��■� .) IT IS STRONGLY RECOMMENDED THAT THE CUSTOMER REVIEWS THE RF CONSIDERATIONS IN THIS DESIGN. 7.) ALL NON-FRP MEMBERS ARE TO BE GALVANIZED. 8.) DUE TO THE USE OF NON -CONVENTIONAL MATERIALS FOR RF PERFORMANCE, THIS CONCEALMENT WAS NOT DESIGNED TO BE TOTALLY COMMITTED. WATERPROOF. A WATERPROOF MEMBRANE OR CONNECTION METHOD MUST BE INSTALLED BELOW CONCEALMENT BY CONTRACTOR TO PREVENT WATER INTRUSION TO THE EXISTING STRUCTURE IS REQUIRED. 9.) FINAL CAULKING AND SEALING OF THE CONCEALMENT IS THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO PREVENT WATER INTRUSION. NOTE: CONNECTION TO EXISTING IS DESIGNED AND PROVIDED BY OTHERS. (2) 5/8"o A325 BOLTS FOR STEETOP, NOTE: CONTRACTOR TO USE SHIM PLATES MTO IDF BOT., TER. TOP, MID. & BOT.,rrP. AS REQUIRED. NOTE: CONTRACTOR TO FIELD NOTCH PANELS AS REQUIRED. 4x4x3/8" STEEL VERT. ANGLE, A TYP. OF 3 DIMENSION CRITICAL 4x40/8" STEEL VERT. ANGLE, DESIGN TYP. OF 3 THE DIMENSIONS OF ExISTING CONDIDONS REF-D Ri THESE DRAWINGS ME DUIICN. TO THE SUCCESS OF THE PROJECT. PIEME VERIFY THAT THE DIMENSIONS (2) 5WO A325 BOLTS FOR USTED ME K UIIATE BEFORE MOVING. STEEL TO FRP CONNECTION, TOP, MID. & BOT., TYP. B #14 SS FLATHEAD SCREW W/ 3/8" SS FLAT WASHER OR 3/8" ISOPLAST BOLT IN RF AREAS @12" O.C. TOP & BOT., TYP. �A*�S voe r I � • A 4 DRAWN I DSP I DESIGNED I ARS I REVISED I NB+C DRAWING NOT TO SCALE ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPEODED TOLERANCES: DECIMAL: FRACTIONAL: .X ±0.1 X/X ±1116 xx 20.03 .xxx 30.01 ANGLES t5" ALL BENDING TOLERANCES: ! 1.0* N4A Raycap 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA KIMLEY-HORN THE EXECUTIVE 1001 5TH AVENUES. EDMONDS, WA 98020 SHEET # ALPHA SECTOR PLAN VIEW S1 E RAYCAP #: TM21-00586H32RO DATE: 02-24-2022 PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY& CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2021 RAYCAP INC. ALL RIGHTS RESERVED T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: I• DATE: DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW JECW DRAWN BY:CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: �01?_ �Gl�_ PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 IIIIIIII SHEET TITLE: SHROUD DETAILS IIIIIIII SHEET NUMBER: R-4 2'-6" 4'-0" CONNECTION TO DOSTING (2) WO A325 BOLTS FOR IS DESIGNED & PROVID STEEL TO RIP CONNECTION, BY OTHERS, TYP. TOP, MID. & BOT., TYP. T� 0 4x4x3/8" STEEL CLIP ANGLE, J .3/8- STEEL GIRT, TOP & MID. NLY,TYP, TOP, MID. & BOT., TYP. COMMSCOPE FFWfi5Z-R2-VI ANTENNA 4x4x3/8- STEEL VERT. ANGLE, TYP, OF 3 NOKIA-AEHC Nis-•C7 TOTALLY COMMITTED. NOTE: CONNECTION TO EXISTING IS DESIGNED AND PROVIDED BY OTHERS. NOTE: CONTRACTOR TO USE SHIM PLATES AS REQUIRED. NOTE: CONTRACTOR TO FIELD NOTCH PANELS AS REQUIRED. DIMENSION CRITICAL DESIGN THE DIMENSIONSO EXISTING OONDTIONS REFERENO=D W —DRAWINGS-0— TOT E 51—ESS OF TIE PROJECT. PLEASE VERIFY THAT TIE DIMEN— LISTED PRE PCOIRATE BffME APPROYWG. �A*�s voe I� 3 II v R v A'. ,R, DRAWN DSP Raycap 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA DESIGNED ARS REVISED NB+C DRAWING NOT TO SCALE I DIMENSIONS ARE IN INCIIES KI M LEY NLESS OTHERWISE SPEaFIFIED -HORN THE EXECUTIVE TOLERANCES: DECIMAL: FRACTIONAL: .x t0.1 X/X ±1116 1001 5TH AVENUES. .xx ±0.03 EDMONDS, WA 98020 .xxx 10.01 ANGLES t5" ALPHA SECTOR SHEET # REVISK3N ALL BENDING TOLERANCES: 11.0' THIRD ANGLE PROJEc-ro SECTIONS - ELEVATIONS S2 E ED-+ RAYCAP #: TM21-00586H32RO DATE: 02-24-2022 PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY& CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2021 RAYCAP INC. ALL RIGHTS RESERVED T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: = DA7E:iiiiiiiiiiiii DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY:- CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: �01?- �Gl�- PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 IIIIIIII SHEET TITLE: SHROUD DETAILS IIIIIIII SHEET NUMBER: R-5 NOTE: CONNECTION TO EXISTING 6'-6" IS DESIGNED AND PROVIDED BY OTHERS. 4'-D" 2'-6" NOTE: CONTRACTOR TO USE SHIM PLATES AS REQUIRED. (2) 5/8"0 A325 BOLTS FOR STEEL TO FRP CONNECTION, TOP, MID. & BOT.,TYP. NOTE: CONTRACTOR TO FIELD NOTCH PANELS AS REQUIRED. 4x4x3/8" RIP GIRT, 4.3/8" STEEL CLIP ANGLE, TOP, MID. & SOT., TYP. TOP & MID. ONLY,TYP, 4x4x3/8" STEEL VERT. ANGLE, DIMENSION CRITICAL TYP. OF 3 DESIGN 4x4x3/8" STEEL OUTRIGGERS, THE DIMENSIONS o EXISTING CONDITIONS TOP, MID. & BOT., TYP. REFER -DIN THESE DRAWINGSARE OIIHCAL TO THE 5UCCE55 OF THE MOIET. {� C 1/9" ERR PANEL PLEASEVERIFYTHATTHEM EN- LISTED PRE P{CURATE BEFORE APPROVING. EXISTING CHIMNEY ROOF 33 voe �A*�s SECTION 13-13 A 1 4A, DRAWN DSP Raycap DESIGNED AIRS 7555-A PALMETTO COMMERCE PARKWAY NORTH REVISED NB+C DRAWING NOT TO SCALE L DIMENSIONS ARE IN ES NLESS OTHERWISE SPENGCHRED CHARLESTON, SC 29420 USA KI M LEY -HORN TOLERANCES: THE EXECUTIVE E DECIMAL: FRACTIO x ta.1 xnc tvl6 1001 5TH AVENUES. .xx ±0.03 EDMONDS, WA 98020 xxx 10.01 ANGLES t5" ALL BENDING TOLERANCES: SHEET # REVISION *1O° ALPHA SECTOR THIRD ANGLE PROJECTION SECTIONS -ELEVATIONS S3 E TOTALLY COMMITTED �� RAYCAP #: TM21-00586H32R0 DATE: 02-24-2022 PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY& CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2021 RAYCAP INC. ALL RIGHTS RESERVED T • • Mobile • • • 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 � PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV: = DA7E:iiiiiiiiiiiii DESCRIPTION: BY: 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY:- CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: �O1?- �G, PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 IIIIIII SHEET TITLE: SHROUD DETAILS IIIIIII SHEET NUMBER: R-6 1/4" FRP PANEL O c 9x4x3/8" FRP GIRT, '.. O TOP, MID. & BOT., TYP. 4x4x3/8" STEEL OUTRIGGERS, TOP, MID. & BOT., TYP. 4x4x3/8" STEEL VERT. ANGLE, TYP. OF 3 (2) 5/8"0 FRP BOLTS FOR FRP TO FRP CONNECTION, TOP, MID. & BOT., TYP. #14 SS FLATHEAD SCREW W/ 3/8" SS FLAT WASHER OR 3/8" ISOPLAST BOLT IN RE AREAS @12" O.C. TOP & DOT., TYP. (2) 5/8" 0 A325 BOLTS FOR STEEL TO FRP CONNECTION, TOP, MID. & BOT., TYP. BETA SECTOR PLAN VIEW CONNECTION TO EXISTING IS DESIGNED & PROVIDED BY OTHERS, TYP. BUSTING CHIMNEY #14'- FLAT 11 IN RF ARI i FLATHEAD SCREW W/ 3/8" S5 \SHER OR 3/8" LSOPLAST BOLT 45 @12" O.0 TOP & BOT., TYP. O O O 4x4x3/8" FRP GIRT, TOP, MID. & 80T., TYP. 4x4x3/8" STEEL OUTRIGGERS, TOP & BOT., TYP. 1/4" FRP PANEL 4x4xi/B" FRP VFRT. ANf,I F_ SECTION C-C `\ EXISTING CHIMNEY I CONNECTION TO EOS ING IS DESIGNED & PROVIDED BY OTHERS, TYP. Nis-•C7 TOTALLY COMMITTED. E DRAWN DSP DESIGNED ARS REVISED NB+C DRAWING NOT TO SCALE ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPEGRED TOLERANCES: DECIMAL: FRACTIONAL: .x ±0.1 X/X ±1116 .xx 30.03 .xxx 30.01 ANGLES t5" ALL BENDING TOLERANCES: 1 1.0* NOTE: CONNECTION TO EXISTING IS DESIGNED AND PROVIDED BY OTHERS. NOTE: CONTRACTOR TO USE SHIM PLATES AS REQUIRED. NOTE: CONTRACTOR TO FIELD NOTCH PANELS AS REQUIRED. DIMENSION CRITICAL DESIGN THE DIMENSONS OF -MNG NNDMONS REFERENCED IN THESE DMWINGS ME C 04- TO THE SUCCESS OF THE MO) C . I-E VERIFY THAT THE DIMENSIONS LISTEDMEACOJMTEIII-EMH 14G. Raycap 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA KIMLEY-HORN THE EXECUTIVE 1001 5TH AVENUES. EDMONDS, WA 98020 SHEET# REVISIOI BETA SECTOR PLAN VIEW - SECTIONS S4 E L/ �/ I RAYCAP #: TM21I RAYCAP #: TM21-00586H32ROIDATE: 02-24-202202-24-2022 PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY& CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2021 RAYCAP INC. ALL RIGHTS RESERVED I•T .. • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 1 REV: = DATE: DESCRIPTION: � BY: ■ 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 1 ISSUED FOR REVIEW ECW A 06/25/21 1 ISSUED FOR REVIEW ECW DRAWN BY: - CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 ENGINEER SEAL: �01?- �Gl�- PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 SHEET TITLE: SHROUD DETAILS SHEET NUMBER: R-7 CONNECTION TO EXISTING IS DESIGNED & PROVIDED BY OTHERS, TYP. 1/4" FRP PANEL I D I D I I � \ 4x4x3/8" FRP GIRT, O TOP, MID. & B01'TYP. 4x4x3/8" STEEL OUTRIGGERS,` TOP, MID. & BOT., TYP. I \\\ N I • • I I 4x4x3/8" STEEL VERT. ANGLE, TYP. OF 3 I I \� O i O O #14 SS FLATHEAD SCREW W/ 3/8" SS J p1IyTIryG FLAT WASHER OR 3/B" ISOPLAST BOLT CHIMNEY IN RF AREAS 012" O.C. TOP & BOT., TYP. (2) 5/8"0 A325 BOLTS FOR STEEL TO FRP CNNECRON, TOP, MID. & BOT., TYP. GAMMA SECTOR PLAN VIEW #14 SS FLATHEAD SCREW W/ 3/8" SS FLAT WASHER OR 3/B' ISORAST BOLT IN RF AREAS •12" O.C. TOP & BUT., TYP. 4-3/8" FRP GIRT, TOP, MID. & WT., TYP. 4x4x3/8" STEEL OUTRIGGERS, TOP & BOT., TYP. 1/4" FRP PANEL 4x4x3/8" FRP VERT. ANGLE, TYP. OF 3 4x4x3/8" STEEL VERT. ANGLE, TYP. OF 3 (2) 5/8"0 A325 BOLTS FOR STEEL TO FRP CONNECTION , TOP, MID. & BOT., TYP. (2) 5/8"0 FRP BOLTS FOR FRP TO FRP ODNNBCTION, SOT. ONLY, TYP. M 0 O 0 O • 12 E Nis+C7 TOTALLY COMMITTED. NOTE: CONNECTION TO EXISTING IS DESIGNED AND PROVIDED BY OTHERS. EXISTING NOTE: CONTRACTOR TO USE SHIM PLATES CHIMNEY AS REQUIRED. NOTE: CONTRACTOR TO FIELD NOTCH CONNECTION TO DOSTING PANELS AS REQUIRED. IS DESIGNED & PROVIDED BY OTHERS, TYP. DIMENSION CRITICAL DESIGN TXE DIMENSIONS OF —LNG CONDITIONS REFERENO=D M THESE DRAWINGS ME OtUIf TO THE SUCCESS OF THE MO)B7. PIFASE YERIFY THAT THE DIMENSIONS OSTED ME —ORATE BERME MPROVING. a U V N t• ' 4 v A' DRAWN DSP Raycap DESIGNED AIRS 7555-A PALMETTO COMMERCE PARKWAY NORTH REVISED NB+C CHARLESTON, SC 29420 USA DRAWING NOT TO SCALE L DIMENSIONS ARE IN ES NLESS OTHERWISE SPENGCI-IRED KI M LEY -HORN TOLERANCES: THE EXECUTIVE DECIMAL: FRACTIONAL: .x E0.1 X/X ±1116 1001 5TH AVENUES. xx ±0.03 EDMONDS, WA 98020 xxx E0.01 ANGLES E5" ALL BENDING TOLERANCES: SHEET # REVISION 11.0* GAMMA SECTOR THIRD ANGLE PROJECTION PLAN VIEW - SECTIONS S5 E ED-+ RAYCAP #: TM21-00586H32RO DATE: 02-24-2022 PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY& CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAR INC. IS STRICTLY PROHIBITED. COPYRIGHT 2021 RAYCAP INC. ALL RIGHTS RESERVED I•T .. • •Mobile • • • I 19807 NORTH CREEK PKWY BOTHELL, WA 98011 smart ink 11232120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 E PLANS PREPARED BY: Kimley>>> Horn COA #954 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 I REV: = DATE: DESCRIPTION: � BY: ■ 2 03/10/22 ISSUED FOR CONSTRUCTION ECW 1 08/12/21 ISSUED FOR CONSTRUCTION ECW 0 07/26/21 ISSUED FOR CONSTRUCTION ECW B 07/15/21 ISSUED FOR REVIEW ECW A 06/25/21 ISSUED FOR REVIEW ECW DRAWN BY: — CHECKED BY: ECW KBF KHA PROJECT NUMBER: KHCLE- 7683 �J ENGINEER SEAL: �'o PROJECT SE01451A WOODWAY - EXCUTIVE HOMEOWNERS ASSOC - SE52XC186 1001 5TH AVE S EDMONDS, WA 98020 IIIIIII SHEET TITLE: SHROUD DETAILS IIIIIII SHEET NUMBER: R-8