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APPROVED PLANSCity of Edm0Nb bNb9 l)ePArtMenl Cl"fY OF EDMONDS s BUILDING BEPA,R i MEM ble 0 1 ADD EIS � �� N : ,:�I �.. . 1 OW ER APR 10VED DAI E' . , - - ��✓�.?� �1' BLDft. OFFICIAL: low OF 38 �CEN�.D OU {i DMONDSoHARBOR BLDG AUG0 ji�� BUILDING P E R k-11 T M I_ 04 9= p 100 2ND AVE S D EDMONDS, WA 98020 �- 7 ` l`c KPROJECT. ER:4.1 MIMO SITE NUMBER: SE01682B LATITUDE 470 48' 42.5" N (47.811702) LONGITUDE 1220 22' 51.4" W (-122.381607) 1 rIr r n Ave S, aR WA 90030 Bw�n Rig w�pw►oswiei mwr �...■ ...�......�... FROM T-MOBILE BOTHELL 4 OFFICE: PROPERTY HASSBH LLC T-MOBILE PROPOSES TO MODIFY AN EXISTING T-1 TITLE SHEET OWNER: 3727 S 194TH ST WIRELESS FACILITY WITH THE FOLLOWING SCOPE G-1 GENERAL NOTES _— �"`/ 1. DEPART NORTH CREEK PKWY TOWARD NORTH SEATAC, WA 98188 OF WORK: A-1 OVERALL SITE PLAN CREEK TRAIL 0.3 MI A-1.1 ENLARGED SITE PLAN _ tis�k;Iea,o 2. TURN RIGHT ONTO NE 195TH ST 0.2 MI ANTENNAS: REPLACE EXISTING (2) ANDREW - TMZXX-6516 A2M A-1.2 ENLARGED ROOFTOP PLAN 3. TAKE RAMP RIGHT FOR 1-405 NORTH TOWARD AND (2) ANDREW - SBNHH-1D65C-SR WITH (2) A-2 EXISTING SITE ELEVATION EVERETT 5.8 MI 4. TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARD CONSTRUCTION CON CONSTRU: MD7 COMMSCOPE FFHH-65C-R3 AND (2) AAFIA ANTENNAS. A-2.1 PROPOSED SITE ELEVATION .., SEATTLE 4.6 MI TODD GERRISH 9725 3RD AVE NE, SUITE 410 ADD (2) NEW 12' ROOFTOP ANTENNA FRAMES A-3 BTS EQUIPMENT DETAILS d Ow 5. AT EXIT 177, TAKE RAMP RIGHT FOR WA-104 WEST SEATTLE, WA 98115 A-4 GENERAL DETAILS i#+) TOWARD EDMONDS / KINGSTON FERRY 1.5 MI PHONE: 206-498-6891 TOWER TOP: KEEP COAX, AND (4) STYLE 2 - A-5 GENERAL DETAILS �+AR. 6. KEEP RIGHT TO STAY ON WA-104 W / EDMONDS EMAIL: Tgerrlsh@md7.com V2 l2U MAS. REMOVE ETT19V2S12UB (E15SOBP78) TMAS. REMOVE (2) A-6 GENERAL DETAILS Lynn.+: r WAY 0.1 MI 7. KEEP RIGHT ONTO WA-1041 EDMONDS WAY 2.4 MI SITE _ MD7 FRIGS, (2) FHFBS, AND (2) FRLBS. ADD (2) AHLOAS. A-7 ANTENNA MOUNT DETAIL 8. KEEP RIGHT TO STAY ON WA-104 W / EDMONDS ACQUISITION: FRANK SIMONDS E-1 ELECTRICAL GROUNDING PLAN WAY 1.3 MI 10590 WEST OCEAN AIR DR, STE 300 GROUND EQUIPMENT: E-2 ELECTRICAL GROUNDING DETAILS 9. TURN RIGHT ONTO WA-524 / MAIN ST, AND THEN SAN DIEGO, CA 92130 KEEP (2) FRIA AND (1) FXFC. REMOVE (1) ULTRASITE CABINET & FCOA, ADD HPL3 CABINET. ADD NEW HCS RF-1 RF DETAILS IMMEDIATELY TURN RIGHT ONTO 2ND AVE S 436 FT PHONE: 858-997-1064 2.0 WITH GROUND COVP(MOUNT IN EXISTING BTS RF-2 RF DETAILS 1 pre Bath+ l ARRIVE AT 100 2ND AVE S, EDMONDS, WA 98020 EMAIL: Islmonds@md7.com — AREA) AND A TOWER JUNCTION BOX. StI-S1.2 STRUCTURAL SHEETS (BY OTH ;.: ZONING: Md7 BECKY TODD 9O" 9725 3RD AVE NE, SUITE 410 _ SEATTLE, WA98115 ZONING INFORMAM SE016828 PHONE: 206-310-1793 A! 1.e SITE NUMBER. SITE NAME: EDMONOS•HARBOR BLDG RF ENGINEER: T-MOBILE 19807 VICTOR BAYOUK NORTH CREEK PKWY N OTHELL, WA 98011 BOTH PHONE # 425-350-3343 victor.bayouk@t-mobile.com CONSULTING B.J. THOMAS, P.E. CONSULTING 7607 BOTH AVE NE MARYSVILLE, WA 98270 PHONE: 206-851-1106 bjthomas@bjthomaspe.comcastbiz.nel — SITE ADRESS: 100 2ND AVE S EDMONDS, WA8$020 PARCEL #: 00454800200901, 004546002010D0, I + g a 00454800201100 CURRENT ZONING: BD2 MIXED COMMERCIAL JURISDICTION: CITY OF EDMONDS GOV CODE: 2015 IBC. STANDARDS 8 AMENDMENTS, WAC 51 —SO OOE MPLI E ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS IS TO BE CONSTRUCTED BUILDING TYPE: •- SITE TYPE: UNSTAFFED TELECOMM FACILITY UTILITY PURVEYOR POWER COMPANY N/A ` - 19 PERMIT WORK NOT CONFORMING TO THESE } TELCO COMPANY: N/A CODES: • � 2015 IBC, STANDARDS & AMENDMENTS, WAC 51-50 100 2nd Ave S, r LE AL L1E$CRIIaTIOH 2O15 IMC, STANDARDS & AMENDMENTS, WAC 51-52 F-0 Edmonds, WA 98020 s++�^^� ABBREVIATED PER ASSESSOR RECORDS.2015 IFC, STANDARDS &AMENDMENTS, WAC 51-54 _ 2015 NFPA 54 - NATIONAL FUEL GAS CODE 1' GEPHARTS 1 ST ADD TO EDMONDS BLK 002 D-01 - ALL (PROPANE INSTALLATIONS ONLY) r.1..�r OF LOT 9 & 10 LESS W 17 FT OF N40FT 2014 NFPA 58 - LIQUEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) Or 2015 INTERNATIONAL FIRE CODE w;•,- • , / o.. 2015 UPC, STANDARDS & AMENDMENTS, WAC 51-56, 51-57 y — 2017 NATIONAL ELECTRICAL CODE 2012 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES r ANSI / TIA / EIA - 222 - G k► i S NFPA-101 -LIFE SAFETY CODE THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. T-MOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY T-MOBILE EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX SECTION 4A1. (5)(b), THIS FACILITY IS EXEMPT FROM THAT ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATEROR SOLID WASTE WILL BE GENERATED AT THIS LOCATION, T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. CONSULTANT GROUP SIGN OFF LANDLORD'S REPRESENTATIVE: DATE: CONSTRUCTION MANAGER: DATE: CONSTRUCTION PROJECT MANAGER: DATE: PROJECT MANAGER: DATE: SITE ACQUISITION: DATE: ZONING: DATE: RF ENGINEER: DATE: Mobilem c% 901682� 100 2ND AVE 8 EDMONDS, WA 96020 PERMIT REVISION HISTORYt CNFL //,�\ 7232019 SHEEN PER STRUCTURAL BIT --I. MINOR REV BIT /�\l 6/52019 REVISED PER REDLINES BIT Q3I272019 ISSUED DESIGN REVIEW BIT -PLANS PREPARED BY: 0. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK.BYr JL BJ —r 1r06jovils a ,1 if1 i�qt �/,P f: i 712 -pRAWINO INFUMMA l lvns DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED DRAWING InnEs TITLE SHEET =DRAWING NUMBER: TE 1 ABBREVIATIONS SPECIAL INSPECTIONS: GENERAL NOTES., 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF AC DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED AAFF FS OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE ALUM INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T-MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S/ENGINEER'S SIGNED WET STAMP. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T-MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. ARCH BTS BM G BOT B.BOOC� BOS CLG CM COL CONST CTOR T DIA / ❑ DTL EA ELEC EQ EW EXP EXT FIN FLRFLR GAG GYP GB HOR HR HVAC INSUL INT JT JOINT SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2015 SECTION 1704. LAM LAMINATED LF LINEAL FOOT SOILS/GEOTECHNICAL: MANUF MANUFACTURER ❑ SHORING INSTALLATION AND MONITORING MAX MECH MAXIMUM MECHANICAL ❑ OBSERVE AND MONITOR EXCAVATION MH MM MANHOLE MILLIMETER ❑ VERIFY SOIL BEARING ps1 BEARING STEM MIN MINIMUM ❑ SUBSURFACE DRAINAGE PLACEMENT MISC MISCELLANEOUS MPH MILES PER HOUR ❑ VERIFY FILL MATERIAL AND COMPACTION MTL NIC METAL NOT IN CONTRACT ❑ VERIFY CONDITIONS AS ANTICIPATED NTS ❑ PILE PLACEMENT (AUGER CAST/DRIVEN PILE) NOTHINGAL SCALE OC ON CENTER ❑ OTHER OD OUTSIDE DIAMETER OH OVERHEAD REINFORCED CONCRETE: OPNG VIT OPENING OPPOSITEIn STEEL AND CONCRETE PLACEMENT PP PROPOSED PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION S PERSONAL COMMUNICATION SYSTEM e PLATE ❑ BATCH PLANT INSPECTION FIR PSI PAIR POUNDS PER SQUARE INCH ❑ SHOTCRETE PSF POUNDS PER SQUARE FOOT ❑ GROUTING oen PRESSc RE TREATED 01. ❑ OTHER GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEfGFiT HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR LEGENDS & SYMBOLS CHAIN LINK FENCE CEDAR FENCE — POWER — TELCO — POWER/TELCO — COAX — OVERHEAD POWER — CENTERLINE — REVISION BUG ELEVATION VIEW BUG ELEVATION VIEW BUG DETAIL BUG SECTION BUG WAY TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WITH WELDED WIRE MESH A DETAIL NUMBER SHEET NUMBER TOP OF XXXXX ti XXX'-X" AGL DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER STRUCTURAL STEEL: ❑ FABRICATION AND SHOP WELDS ❑ ERECTION AND FIELD WELDS AND BOLTING ❑ OTHER: STR UCTURAL ALUM INUM: ❑ FABRICATION AND SHOP WELDS ❑ ERECTION AND FIELD WELDS AND BOLTING ❑ OTHER: STRUCTURAL MASONRY: ❑ CONTINUOUS ❑ PERIODIC ❑ OTHER: — MISCELLANEOUS: ❑ OTHER: ANCHORING TO CONCRETE: ❑ BOLTS INSTALLED IN CONCRETE ❑ POST -INSTALLATION ADHESIVE ANCHORS ❑ POST -INSTALLATION MECHANICAL ANCHORS A14 TWO WORKING DAYS BEFORE YOU DIG 811 lk� NATIONAL UTILITIES UNDERGROUND LOCATE SAFETY PRECAUTION SHALL ELECTRIC - RED TEL/CATV - ORANGE BE IMPLEMENTED BY SEWER - GREEN PROPOSED - WHITE CONTRACTORS AT ALL TRENCHING IN A CONTRACTOR(S) GAS/OIL - YELLOW WATER - BLUE WITH CURRENT OSHA SURVEY - PINK STANDARDS T - -Mobile- =PROJECTINRORMATIONsI EDMONDS-HARBOR BLDG S01682B 100 2ND AVE E SDMONDS, WA 90020 BUILDING PERMIT =REVISION HISTORYT CHN. NO. DATL offs"IPTTONI DYI Q7123PL019 REED PER STRUCTURAL Sir Q5124/2019 MINOR REV BJT Q6152019 REVISED PER REDLINES BJT Q1-;.7-1.1 18MED DESIGN RENEW BJT =PLANS PREPARED 6Ys B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206-851.1106 =DRAWN BYI CHK. BYI JIL BJ a "�. e•�r r•I rl, h 7 l �'.lS lLY•�' .yY s1 �tirl r'�'• DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GENERAL NOTES =DRAWING NUMBERS Gml t 201100 U (E) T-MOBILE EQUIPMENT ROOM WITHIN BASEMENT LEVEL BELOW PARKING STRUCTURE (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) Mq/V RFFr C+7 Rl APN: 00454800200901 6p as �_ ap (E) BUILDING ROOFTOP 7' 13'-0" 5' 611 T-MOBILE ANTENNAS MOUNTED ON (P) 12' ROOFTOP ANTENNA FRAME (SEE SHT. A-1.3 FOR ENLARGED ROOFTOP PLAN) T40.0811.G ANTENNAS MOUNTED ON ROOFTOP ANTENNA FRAME (SEE SHT. A-1.3 FOR ENLARGED ROI V� 0 1 20Vj, 1�.! I LC-' i' T - aM obiles PROJECT INRORMATIONi EDMONDS-HARBOR BLDG S01682B 100 2ND AVE S EDMONDS. WA 88020 BUILDING PERMIT Q7/23/2019 REVISED SHEETS PER STRUCTURAL BJT Q624/2019 MINOR REV BJT 6R2019 REVISED PER REDLINES BJT /A 3272019 ISSUED DESIGN REVIEW BJT PLANS PREPARED S►S B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN enCNK. BY: JL SJ 71 +-43,6�ti5V.1.� DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. OVERALL SITE PLAN Aml (E) T-MOBILE BTS EQUIPMENT POWER RACK (E) T-MOBILE EQUIPMENT ROOM WITHIN BASEMENT LEVEL OF PARKING STRUCTURE EXISTING ENLARGED SITE PLAN N 22x34 SCALE: 1/2" = 1' 11x17 SCALE: 1/4"= V ICI (1) COVP MOUNTED ON (E) UNISTRUT H-FRAME (E) CABLE PORTS FOR CABLE ROUTING TO ROOFTOP (E) (1) COVP TO BE REPLACED W/ OVP/JUNCTION BOX & MOUNTED ON (E) UNISTRUTH-FRAME (E) T-MOBILE BTS EQUIPMENT REPLACE (E) INDOOR ULTRASI E & FCOA CABINET W/ (P) HPL3 CABINET, KEEP (2) FRIA & (1) FXFC. REMOVE (3) FBBCS POWER AND (2) FSMF. KEEP (1) FSME AND (1) ESMB. ADD RACK (2) AMIAS, (2) ASIA, (4) ABIAS, (1) ASIK, (1) ABIL ' (P) HPL3 _ EXPANSION CABINET (E) T-MOBILE EQUIPMENT ROOM WITHIN BASEMENT LEVEL OF PARKING STRUCTURE PROPOSED ENLARGED SITE PLAN N SCALE: 1"=1' 11A7 11 x1SCALE: 1 14 /4" =1' CABLE PORTS FOR CABLE UTING TO ROOFTOP f-- - -- - L- _ r1 - •- - . . T • •Mobile•I EDMONDS•HARBOR BLDG S01682B 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT -REVISION HIWWRY1 CHI. NO. DATL DUCRIIITI010 BYl Q7232019 SHEETS PER STRUCTURAL BJT Q6242019 MINOR REV BUT Q6/52019 REVISED PER REDLIM8 BJT a3272019 ISSUED DESIGN REVIEW BJT PLANS PREPARED BYt B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BYt CHI. BYr JL BJ ►�aii, B 4 r T'. _ 1 rs6 vaTY�� DO NOT SCALE DRAWINGS, CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ENLARGED SITE PLAN Awl A (E) (1) T-MOBILE #TMZXX-6516-A2M ANTENNA MOUNTED ON (E) PIPE MOUNT ON ANTENNA SLED (ALPHA SECTOR: 50" AZIMUTH) (E) (1) FRIG MOUNTED ON (E) PIPE MOUNT BEHIND ANTENNA A/C UNIT lr "o/ (E) (1) TMA MOUNTED IN CABLE TRAY (E) (4) DIPLEXERS MOUNTED ON (E) ANTENNA SLEDS (E) (1) FRLB, (1) FHFB & (1) COVP MOUNTED ON (E) PIPE MOUNT BEHIND AN [ENNA - (E) (1) TMA MOUNTED IN CABLE TRAY (E) (1) 225' MID CAP HYBRID CABLE & (E) (8) 1-5/8" COAX CABLES ROUTED WITHIN (E) CABLE TRAY (E) (1) MID CAP HYBRID CABLE ROUTED FROM ALPHA SECTOR TO BETA SECTOR WITHIN (E) CABLE TRAY (E) (1) FRIG MOUNTED ON (E) PIPE MOUNT BEHIND ANTENNA (E) (4) DIPLEXERS MOUNTED (E) (2) TMA'S MOUNTED ON (E) ANTENNA SLEDS IN CABLE TRAY- (E) (1) FRLB, (1) FHFB & (1) COVP MOUNTED ON (E) PIPE MOUNT BEHIND ANTENNA 40BILE #SBNHH-1D65B ANTENNA MOUNTED ON (E) PIPE MOUNT ON ANTENNA SLED (BETA SECTOR: 155' AZIMUTH) EXISTING ENLARGED N SCALE: 3/8"= 1' 1107 11 x17 SCALE: 3/16" =1' (E) (1) T-MOBILE #SBNHH-1 D65B ANTENNA MOUNTED ON (E) PIPE MOUNT ON ANTENNA SLED (ALPHA SECTOR: 50° AZIMUTH) II (E) (1) T-MOBILE #TMZXX-0516-A2M ANTENNA MOUNTED ON (E) PIPE MOUNT ON ANTENNA SLED (BETA SECTOR: 155" AZIMUTH) I FTOP PLAN A/C UNIT , (E) (2) TMAS RELOCATEDI MOUNTED BEHIND ANTENNA (E) (1) FRIG TO BE REPLACED W/ (P) (1) AHLOA & MOUNTED ON (E) PIPE MOUNT BEHIND ANTENNA (E) (1) COVP TO BE REPLACED W/ (P) HCS 2.0 PENDANT & MOUNTED BEHIND ANTENNA ON PIPE MOUNT (P) 12' ROOFTOP ANTENNA FRAME (SITEPRO #RTP-12) STRUCTURAL SHEETS FOR DETAILS) (P) (1) 276 HCS 2.0 HYBRID TRUNK CABLE & (E) (8) 1-5/8" COAX CABLES ROUTED WITHIN (E) CABLE TRAY (REMOVE (E) (1) MID CAP HYBRID) MODIFY (E) CABLE TRAY AS NEEDED TO ACCOMMODATE NEW ANTENNA ROOFTOP FRAME (P) HCS 2.0 HYBRID JUMPERS ROUTED FROM (P) PENDANT @ ALPHA SECTOR TO BETA SECTOR BETA NOTE: REMOVE (2) DIPLEXERS, (1) FHFB, (1) FRLB & (1) COVP. (P) HCS 2.0 HYBRID JUMPERS ROUTED FROM (P) PENDANT @ ALPHA SECTOR TO BETA SECTOR & (E) (4) 1-5/8- COAX CABLES ROUTED WITHIN (E) CABLE TRAY (REMOVE (E) (1) MID CAP HYBRID) (P)12' ROOFTOP ANTENNA FRAME (SITEPRO #RTP-12) (SEE STRUCTURAL SHEETS FOR DETAILS) MODIFY (E) CABLE TRAY AS NEEDED TO ACCOMMODATE NEW ANTENNA ROOFTOP FRAME - (E) (1) FRIG TO BE REPLACED W/ (P) (1) AHLOA & MOUNTED BEHIND (P) ANTENNA ON (P) ANTENNA FRAME (E) (1) T-MOBILE #TMZXX-6516-A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA & MOUNTED ON (P)17 ANTENNA FRAME (ALPHA SECTOR: 50' AZIMUTH) T-0' (E) (1) T-MOBILE #SBNHH-1 D65B ANTENNA TO BE REPLACED W/ (P) (1) #AAF1A & MOUNTED ON (P)12' ANTENNA FRAME (ALPHA SECTOR: 50' AZIMUTH) ALPHA NOTE: REMOVE (2) DIPLEXERS, (1) FHFB, (1) FRLB & (1) COVP. 8'4r (E) (2) TMAS RELOG MOUNTED BEHIND A (E) (1) T-MOBILE #TMZ X-6516-A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-05C-R3 ANTENNA & MOUNTED ON (P)12' ANTENNA FRAME (BETA SECTOR:15W AZIMUTH) �—X) (1) T-MOBILE #SBNHH-1 D65B ANTENNA TO BE REPLACED W/ (P) (1) #AAFIA & MOUNTED ON (P) 12' ANTENNA FRAME 1 (BETA SECTOR: 155° AZIMUTH) PROPOSED ENLARGED ROOFTOR PLAN N 2204 SCALE: 3/8" =1' 11x17 SCALE: 3/16" = 1' T st •Mobile• EDMONDS-HARBOR BLDG S016820 100 2ND AVE 8 EDMONDS, WA 88020 BUILDING PERMIT -------- CNN. NO. DATO DIMCNI P7101p tY+ HEETS RE ISED PER STRUCTURAL BUT K INOR REV BJT REVISED PER REDLINES BJT ISSUED DESIGN REVIEW BJT =PLANS PREPARED SYi B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVI LLE, WA 98270 206.851.1106 DRAWN BYe CHK. DY: JL BJ l.T II r1,1/ yy. M. Slly�'+.1• I. it arr� DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ENLARGED ROOFTOP PLAN Aml m2 (E) (1) T-MOBILE #TMZXX-6516-A2M ANTENNA (E) (1) T-MOBILE #TMZXX-6516-A2M ANTENNA & & (1) #SBNHH-1D65B ANTENNA MOUNTED ON (1) #SBNHH-1D65B ANTENNA MOUNTED ON (E) (1) FRIG, (1) FHFB, (1) FRLB & (1) COVP PIPE MOUNT ON (E) ANTENNA SLED PIPE MOUNT ON (E) ANTENNA SLED (BETA SECTOR) (ALPHA SECTOR) MOUNTED BEHIND ANTENNAS ON (E) PIPE MOUNT (BETA SECTOR) (E) (1) FRIG, (1) FHFB, (1) FRLB & (1) COVP MOUNTED BEHIND ANTENNAS ON (E) PIPE MOUNT (ALPHA SECTOR) TOP OF T-MOBILE ANTENNAS T•MOBILE RAD CENTER _F F-1 40'.8" AT ROOF LEVEL X-6" (36.51 AOL GROUND LEVEL EXISTING E"T ELEVATION A-2 SCALE: NTS ..P' T n ryn {. CUT, 9 �'�i'�� T OR mMobilem PROJECT INFORMATIONI EDMONDS-HARBOR BLDG S01682B 100 2ND AVE 3 EDMONDS, WA 98020 -ISSUED FORT BUILDING PERMIT —nav¢n4 Y.aTffQV. NO. DATL Di=0 7/2S/L019 SHREVISED I EETS /Q /3 \ 6124/2019 MINOR RE Z fiffi"19 REVISED I Q311 19 ISSUED DI =PLANS PREPARED B.. B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BYIICHK" SYl F__J L BJ R ti,S II sl 11. C S 71 -DRAW INO INFORiIMATIONI DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. EXISTING SITE ELEVATION Am2 PAINT NOTE: PROPOSED ANTENNAS, ANTENNA FRAMES & RADIOS TO BE PAINTED TO MATCH EXISTING BUILDING. (P)12' ROOFTOP ANTENNA FRAME (SITEPRO #RTP-12) (SEE STRUCTURAL SHEETS FOR DETAILS) (P) 12' ROOFTOP ANTENNA FRAME (E) (1) T-MOBILE #TMD(X-6516-A2M ANTENNA & (1) (SITEPRO #RTP-12)vin #SBNHH-1 D65B ANTENNA TO BE REPLACED W/ (P) (E) (1) T-MOBILE #TMZXX-6516-A2M ANTENNA & (1) (SEE STRUCTURAL SHEETS FOR DETAILS)(1) #FFHH-65C-R3 ANTENNA & (1) #AAFIA ANTENNA & #SBNHH-1D65B ANTENNA TO BE REPLACED W/ (P) (1) MOUNTED ON (P) 12' ROOFTOP ANTENNA FRAME #FFHH-65C-R3 ANTENNA & (1) #AAFIAANTENNA & (BETA SECTOR) MOUNTED (P) 12' ROOFTOP ANTENNA FRAME (ALPHA SECTOR] (P) (1) AHLOA, (1) HCS 2.0 PENDANT & (E) (2) TMAS MOUNTED BEHIND ANTENNAS ON (P)12' ROOFTOP ANTENNA FRAME (REMOVE (1) FHFB, (1) FRIG, (1) FRLB & (1) COVP) y (ALPHA SECTOR) — LEVEL 1 PROPOSED EAST ELEVATION -2. SCALE: NTS TOP OF P T-MOBILE ANTENNAS 45W AGL (P) T-MOBILE RAD CENTER 41'-8" AOL ROOF LEVEo 36'-6- (36.5') AGL T • •Mobile• EDMONDS-HARBOR BLDG S01682B 1002ND"Ill S 110MONDS, WA 98020 BUILDING PERMIT =REViSION HISTORYx cxR. NO. DATL DnCRIP"ONi 6Y, Q 7232919 REVISED PER STRUCTURAL TS Sir Q624r2919 MINOR REV B.IT z�s/ .19 REVISED PER REDLINESBJT /,\ M72919 ISSUED DESIGN REVIEW BJT =PLAITS PREPARED BYt B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BYI CHIC. BYe JL BJ �] tit x 4is, `T.T• 7 ' irt].Lv e.• DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. PROPOSED SITE ELEVATION Am2ml R 0 0 32" 48" 0 � o A TOP VIEW 48" '0 C] C7 72" 30" LEFT VIEW FRONT VIEW RIGHT VIEW PURCELL `HPL3' EXPANSION CABINET DETAILS A3 SCALE:NTS PURCELL "HPL3" EXPANSION CABINET SPECS: MANUFACTURER: PURCELL HEIGHT:72" DEPTH:48" WIDTH:30" CABINET WEIGHT: 400LBS T • •Mobile• EDMONDS•HARBOR BLDG S01682B 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT NO. o,rrn oescsusmoxs an REVISED Q7232019 SHEETS PER STRUCTURAL OJT Q6242018 MINOR REV BJT Q8152019 REZ09Efl PER REDLINES BJT Q3272019 ISSUED DESIGN REVIEW BJT -PRAMi PREPARED BYs B. J. THOMAS, P.E. 7807 80TH AVE NE MARYSVILLE, WA 98270 208.851.1108 �AAWN BYs CNK. BVT [—JL BJ a �k rfr,j. �H� 1 rr •iY�M�Y{ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 13 PROPRIETARY BY NATURE ANV USE OR DISCLOSURE OTHER THAN WHICH 19 RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. BTS EQUIPMENT DETAILS Am3 MANUFACTURER: NOKIA MODEL: ABIA AIR SCALE DIMENSION (HxWxD) 1.9 x 8.3 x 14.8" WEIGHT: 4.63 LBS 'li a i G ' . - t ��.►�'e r�r� = li ��. .��M rG,..'ii rra, ii T.r a, ,..i yr rrr� RF-1 IPT=2 F2F3 RV4 RF6 RFR 1 ABIA DETAIL A4 SCALE:NTS ASIK— Baseband Card 3 ASIK DETAIL A-4 SCALE: NTS ABIL— Capacity Card �I� ofteeikk ss:trsses*assr ■■ tl.� •r�aa *ew�ata�rrw+ no � +seas :sae raffia •a a S RFI S-RF2 Q-RF1 QI RF, 11`11519 ejAFP"R 4 ABIL DETAIL A-4 SCALE: WTS Optional power distribution sub -module Optional capacity extension Optional transport sub -module sub motlute i 711 ILA! cOul QcC input l FJC7 nc In LMP V SRIO FIF23 Exm I I RF/EXT1-3 EIF1 MANUFACTURER: NOKIA MODEL: ASIK AIR SCALE DIMENSION (HxWxD) 1.9" x 8.3" x 14.8" WEIGHT: 6.83 LBS MANUFACTURER: NOKIA MODEL: ARIL AIR SCALE DIMENSION (HxWxD) 1.9" x 8.3" x 14.8" WEIGHT: 4.63 LBS Product code and Product code and serial number of the FSM serial number of the core 5 FSMF DETAIL A 4 SCALE: NTS FSMF MODULE PROPERTY VALUE 133mm/3U HEIGHT (5.2 In) 447 mm WIDTH (17.6 In) 422 mat DEPTH (16.5 in) WEIGHT W/ MAX. 11.5 kg CORE MODULE (25.3 lb) tr' MANUFACTURER: NOKIA MODEL: ASIA AIR SCALE DIMENSION (HxWxD) 1.9" x 8.3" x 14.8" WEIGHT: 6.83 LBS I / 16Gbps Optical 1Gb EI I ASIA plug in unit ExtAlvm GPS - /IGEthornet Pe cc '%0 SFP+} (E� (RJ45) b Ctrl In 8 Out I - - r I>. D■ail r' • V_) ( J Power (48 V DC) S4�KA ( extension 2xl OGE External SM ext LIMP Mini SAS -HD 2 ASIA DETAIL Ari SCALE: NTS A-0 SCAL6 AMIA DiETA1L E: NTS - Flexi (SFP+) MANUFACTURER: NOKIA MODEL: AMIA AIRSCALE SUBRACK DIMENSION (HxWxD) 5.0" x 17.6" x 15.7" WEIGHT: EMPTY: 10.9 LBS WITH BLINDS: 14.8 LBS WITH ALL UNITS: 52 LBS k: T • •Mobile• EDMONDS-HARBOR BLDG S01682B 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT ti4EV1$ION HISTORY: CNK. NO. DATE+ DESCRIPTIONF BY. Q7232019 SRE HEETS PERSTRUCTURAL BIT , .42019 MINOR REV BIT 2 —019 REVISED PER REDLINES BIT Q32712019 ISSUED DESIGN REVIEW BIT =PLANS PREPARED BYI B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BYs CHK. 9Ys JL BJ �] DO NOT SCALE DRAWINGS- CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GENERAL DETAILS =DRAWINO NUMBROU Am4 HEUAX'' FiberFeedO Hybrid Trunk Cables FibanFeede hLak cable asaambliea are kldorycondruded epeckally for *a devices i clad in this guide erivAng parka compatibility and rorble f1Be ir.tallanon Additional hroluresthat ease Inslallallon and ensure a brg ser im IFB Include: RobuJ brea6ut4oslgn bilored for speclficencburee Snrnded ccnwucmn for easy berding and rroxlmun Nber proodion • Corngaled durnnurn shield protons ham cnnh and anmal damoge Specifications HyMld hunk Gable 6 AVG p: wr corducior wire 24 Surge modeAleer FD2606-24S55 6 6 I 24 Ideglaled rip cards for 6-gh Dxnageaunt Factory test ow# kata included YA+i a mry cable assembly 24 1 31/33 Fbar Ripeadr Pm CMidudm 1 HYBRID TRUNK CABLE DETAIL lllt5 SCALE: NTS FIBER r3 POWER JUNCTION BOX W/ OVP MANUFACTURER: COMMSCOPE MODEL: FE-16148-OVP-B12 DIMENSION (HxWxD) 16" x 14" x 8" WEIGHT: 23.5lbs Hybrid Jumpers for Nokia Radios Ordering Information H74id upon; ter Nokia Rados 6 Fnd 1:4 flben WWnd.d DK forN0ba RRU$ WRh 10 HFf4I045NOK2.10 lLnhaLepoworooed*/bbekconducionj — — End 2: 4 Rbars Lamdnd.d LC and d A 10 MG is HFrA104SNOK2- 16 oondudonlarminaradahyMdtnnkoomecbrpKilLCy 20 HFr41045NOK2.20 25 1-11'Td1049NOK2-25 30 40 HFT41 GASNOK2-6 HKA104SNOK2-30 1-11'r4144NOK2.40 50 HFf4104SNOK2.50 60 HFr4104N0K2-d0 70 HFT4104SNOK2.70 80 HFr41045NO1<2.80 90 HFrAlO SNOK2.90 100 FFT41042NIM-100 Not&- Longer krgts aleomkblq contelyourCommSeope salty npms.ntoltw forolrtatb. End 2 End I E d 2 HYBRID JUMPER CABLE DETAIL A-5 SCALE: NTS 7 2" 8. I • 0 a 4 OVP/JUNCTION BOX DETAIL A-5 SCALE: NTS FPKA MOUNTING BRACKET M8020 BOLT 40M10x120xI05nnnnBOLT FMFAFIXING POINTS 5 FPKA DETAIL. A 5 SCALE: NTS RADIO MODULE FOR 800l700MHz RRH MANUFACTURER: NOKIA MODEL: AHLOA FREQUENCY RANGE: TBD POWER CONNECTOR: TBD SUPPLY VOLTAGE: TBD INPUT VOLTAGE RANGE: TBD EXTENDED INPUT VOLTAGE: TBD NET WEIGHT: 83.78 LBS DIMENSION (LxWxD) 22.05" x 12.13" x 7.44 12.13" TOP VIEW SIDE VIEW a AHLOA DETAIL A 5 SCALE: NTS FRONT VIEW 62 EDMONDS•HARBOR BLDG S01682B 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT ccREV3S1ON HISTORYr cHrc un_ DATM DaoOiirnarNr YYr Q723,2019 REVISED SHEETS PER STRUCTURAL BUT B/242019 MINOR REV BUT /Q /.,A BI52019 REVISED PER REDLINES BUT Q3272019 ISSUED DESIGN REVIEW BUT -PUNS PREPARED SYS B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BYs CNK. BY: JL 9J RY + uu 71j DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GENERAL DETAILS =DRAWING NUMBERi Aws PARTS LIST ITEM# QUANTITY PARTNUMBER DESCRIPTION 1 2 601257 ANGLE ARM 2 8012 MOUNT NG CLAMP 2 601235-1 BRACKET 4 2 601235.2 BRACKET 801258 LABEL ANGLE 4 679: SPACER TUBE 7 14 100525-24 MEf 8 500419.8 8 i5ZK WAgHEIT R9TMNL S 10 4 60 19 10 x . x mm 11 8 204001.18 x . S 44 LAMP PLATE 13 S 419-24 14 8 NM001.21 S 4 1 f--fff5T.lFx m—m ff MOLYODENV.M DISUILIFIDEGREASE BOTTOM BRACKET TOP BRACKET ANTENNA BRACKET ATTACHMENT DETAIL A� SCALE:NTS ANTENNA 3" STD WT �1 ANTENNA ATTACHMENT DETAIL A-6 SCALE: NTS T •Mobile• EDMONDS•HARBOR BLDG S01682B 100 2ND AVE 8 EDMONDS, WA 98020 BUILDING PERMIT CNN. NO. DATB, DRSCRIPTION, By, Q4REVISE T232019 SHEETED PER STRUCTURAL BUT Q624201. MINOR REV OJT Q—.19 REVISED PER REDLINES BJT 3272019 ISSUED DESIGN REVIEW &IT =PLANS PREPARED BYI B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 -ORAWN BYI CNK.HY; [—JL BJ 5_T Iln_y t 71 sl rT I ,� r� =DRAW I NO INFOR MATZO N I DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TM i GENERAL DETAILS A-6 ANTENNA PIPES nZ ORDERED SEPARATELY n f r II _ III` NOTES: 1. SEE SHEET 2 FOR BALLAST LOADING FORMULA. 2. THE MOUNTING FRAME IS DESIGNED TO ACCEPT A MAXIMUM OF FOUR ANTENNA MOUNTS. S. CONCRETE BLOCKS (CMU), 4x8x16 OR SxSx16, ARE TYPICALLY USED FOR BALLAST. 4. AN OPTIONAL TIE -DOWN ASSEMBLY, PART# BH", IS AVAILABLE, ORDER SEPERATELY. 6. AN OPTIONAL ROOF PROTECTION MAT, PART# MAT18 IS RECOMMENDED, MATS ARE 112"x18"x48" AND 8 REQUIRED PER FRAME. ORDER SEPERATELY. 2-318" O.D. VERTICAL MOUNTING PIPES ASSEMBLY NO. PART "A" I LENGTH "Be' I UNIT WT. "C" NET WT. "D" TOTAL WEIGHT RTP12 PIPE NOT INCLUDED, ONLY CONNECTION HDW. 666.66 RTP12-496 P296 96" 30.76 276.84 943.50 RTP12-4126 P2126 126" 40.37 363.33 1029.99 PARTS LIST ITEM qTY PARTNO. PART DESCRIPTION LENGTH UNITWT. NET WT. 1 4 X-232696 BALLASTTRAY WELOMENT- SITE PRO 1 66.53 266.13 2 2 X-RTP12 FRONT AND BACK HO R IZONTA L TR AY SUPPORT WELDMENT 53.92 107.64 3 2 P272 2-318"X 72" SCH 40GALVANIZE0 PIPE 72" 23.07 46.13 4 2 P2126 2-S18"ODX126" SCH 40GALVANIZED PIPE 126" 40.75 81,60 6 1 P2150 2-318" OD X 160'' SCH 40GALVANIZED PIPE 160.0000In 46.77 46.77 6 12 SCX1 CROSSOVER PLATE 2-31S" X 2-WS" 3.71 44.30 7 4 X-127594 FLAT DISK CLAMP PLATE 4" CENTERS (GALVANIZED) 2.48 9.93 8 8 X-100054 CLAMP (S)(4"V-CLAMP)GALVAN[ZED 0.81 7.30 9 48 X-UB1212 11211X 2-112" X 4-112" X 2"U-BOLT (HDG.) 0.73 36.12 10 16 G1204 112' x 4" HDG HEX BOLT GR6 FULLTHREAD 4 0.27 4.32 11 16 G1202 112" x Z' HDG HEX BOLT GR6 2 0.18 2.81 12 128 G12FW 112" HUG USS FLATWASHER 0.03 4.96 13 128 G12LW 112"HDG LOCKWASHER 0.01 1.78 14 128 G12NUT 112" HOG HEAVY 2H HEX NUT 0.07 9.17 16 4 A 2-318" O.D. SCH. 40 PIPE B C D X2 TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED. 8HEARH9 AND GAS CUT20MB At a MI DRILLED AND GAS CUT HOLES {! 0."11 - NO CONING OF HOLES LAGER CUT EDGES AND HOLES (t AR1R7 - NO C 0 N I NO OF HOLES BBM ARE t 112 DEGREE ALL 01WERMACHINIMO ftaMJ ALLOTHERA88EYBLY i*d0w7 Paom1sT11IR.BTs: Txs LNRAN9 nowt WWAJ*M DI T94 DWEM AM MWMC1ART m0wrtina OP VAIMM INOMM AM CZlllsmWL0 ATIADII IICAPT. 010 UlI Mt MMOBUM WTH=TT11 OOMW1T OI X2 X2 X2 Al2 X2 X2 X2 DESCRIPTION 12'ROOFTOP PIPE FRAME GPD NO. DRAWN BY ENG.APPAOVAL CEK 1/312015 CLASS SUB DRAWING USAGE GHEOKED BY 81 02 CUSTOMER BMC 3/11/2015 X2 X2 X2 H2 X2 X2 DETAIL D LC NNY Erp'..ee riq Atlen110,GA pwSupport Teem: Los Ange 1.9, CA 1-68&7637446 Plymouth, IN Belem, OR A ralmont * Daflae, TX PARTNG. SEE ASSEMBLY NO. o DWG. NO. T m RTP12 11! T's • •Mobile• EDMONDS-HARBOR BLDG S01682B 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT rREVISION NISTORVe I CHIC we. I By. - 723/2019 REVISED SHEETS PER STRUCTURAL BJT /2 624201. NORREV BJT 6WO19 REVISED PER REDLINES BJT � ■,� 21.11.19 I ISSUED DESIGN REVIEW BJT =PLANS PREPARED BYz B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 ,DRAWN BYt CNK.BY> JL BJ � 7Ni15J p l - T I 4 sT f`�1�+tiu I DRAWING INFORMATIONP DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ANTENNA MOUNT DETAIL =DRAWING NUMBER: Am7 BONE SYMBOL LEGEND: MGB Tr MASTER GROUND BAR 1/4"x4"x24" COPPER AGB Tr ACCESSORY GROUND BAR IMN4"x12" OR 1/4"x4N20" COPPER EXPOSED WIRING UNDERGROUND WIRING IS CADWELD • MECHANICAL CONNECTION 0 5/8"xB' COPPER CLAD STEEL GROUND ROD INSPECTION PORT f EXOTHERMIC (CADWELD) BELOW GROUND GROUND MGB MOUNTED NEAR BTS EQUIPMENT (P) MECHANICAL CONNECTION (TYP) (SEE GRC BOND FROM (P) AI FRAME! (E) AGB MO ROOFTOP NEAR AGB MOUNTED ON ROOFTOP NEAR ANTENNA %jf_'� ELECTRICAL GROUNDING PLAN E-1 22x34 SCALE: 1/2" = V 11x17 SCALE: 1/4"= 1' GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8", 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST 6". 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING BURIAL DEPTH SHALL BE 30" 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET,1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-WTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. T a •Mobile• EDMONDS•HARBOR BLDG S01682B 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT REVISION HISTORYT cxN No. DATIb DascDIPT1om BY. Q1/232019 REVISED SHEETS PER STRUCTURAL BJT 3 624/2019 MINOR REV BJT , 6/52019 -__I. 27_ REVISED PER REDLINES ISSUED DESIGN REVIEW BJT BJT t� PLANS PREPARED BYT B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVI LLE, WA 98270 206.851.1106 =DRAWN BYt CNK.BYt JL BJ 1 i 1I�1� I 71 +rrX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ELECTRICAL GROUNDING PLAN Eml TYPE TA TYPE VN TYPE NC TYPE SS TYPE W TYPE VS 1 TYPE VB TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE COAX CABLE GROUNDING KITS WITH ® HARGER GROUNDING BAR LONG BARREL COMPRESSION LUGS, m #GBI14412G OR EQUAL INSTALLED BY CONTRACTOR. O m ANTENNA MOUNT GROUND m COAX CABLE ® GROUNDING KITS m m f(D m CD 0 #2 SOLID BARE TINNED Q COPPER WIRE TO GROUND RING - PROVIDE (2) PER MGB #2 GREEN INSULATED COPPER WIRE TO MGB AT BOTTOM OF POLE - =CADWELD TYPICAL CADWELD CONNECTIONS E-2 N.T.S. m TYPICAL MGB TYPICAL AGB GROUND BAR DETAILS E 2 N.T.S. BUSS BAR OR FLAT SURFACE OF EOUIP. / WIREWAY NO -LUX ANTI -OXIDIZING COMPOUND 3/8" S.S. HEXNUT 3/8" X 1" S.S HEXBOLT 3/8" S.S STAR 318" S.S WASHER (TYP.) LOCKWASHER (TYP.) 3/8" X 1/2" S.S FLAT WASHER (TYP.) TWO HOLE COMPRESSION CRIMP LUG (#2) DETAIL IS TYP. OF TWO NUTS & BOLTS #2 STRD. GREEN INSULATED WIRE NOTES 1. TYP. ALL GROUND WIRES FOR ELECT. AND OTHER EQUIPMENT. 2. THE ENTIRE LUG AND AREA TO BE SPRAYED WITH CLEAR LAGUER OR COLD GALVINVJNG SPRAY 3. GROUND LEADS TO BE CADWELDED TO GROUND RING. r31 TYPICAL CABINET GROUNDING DETAIL E-2 N.T.S. T • •Mobile• PROJECi1NPOR1NAT10NI EDMONDS•HARBOR BLDG 501682E 100 2ND AVE S EDMONDS, WA 98020 k><SIIED FOR: CBUILDING PERMIT RQVkSION NISTORYt CHK. 50. DATb DUCRIPiIONi BYE REVISED PLANS PREPARED BY>I B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN By, CXK. aY:L II JJ LlCENSUREf R J,. ■ r �Ii,I1r I-. �►+rrr 'sr DRAWING I H ROiiIAATYON i DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED.Iu DAwIND rITL�, ELECTRICAL GROUNDING DETAILS DRAwIND NUMerRL EM2 7232019 8242019 OI52019 3272019 PER STRUCTURAL SHEETS MINOR REV REVISED PER REDLINES ISSUED DESIGN REVIEW OJT BJT /Q � /\ Q� OJT OJT /.\ SITE LOADING CHART SECTOR COLOR ANTENNA MODEL # VENDOR AZIMUTH (TN) MECHANICAL ELECTRICAL RADIATION HYBRID CABLE DOWNTILT DOWNTILT CENTER LENGTH 25.2" 8. 'I 26" I 95.9" 71" I 6 i �UY COAX CABLES FFHH 65GR3 COMMSCOPE 0° (1) 275' HCS 2.0 ALPHA RED 50° TBD 41'-8" AGL (4) 1�/8" AAFIA NOKIA 00 HYBRID CABLE HCS 2.0 HYBRID FFHH�SGR3 COMMSCOPE 0° BETA GREEN 155° TBD 41'-8" AGL (4) 1-5/8" AAFIA NOKIA 0° JUMPER CABLES CHK NOKIA ANTENNA DATA COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT WI€37fi L1EPT WEIGHT PART NUMBER HEI AAFIA 71 In 28 In 8 in 242 kls CONNECTORS STANDARD MOUNTING HARDWARE INCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY PLA ORIZATION GAIN AZIMUTH.W. FREQUENCY POLARIZATION B VSWR MAX INPUT POWER ELEVATION B.W. HT WIDTH DEPTH WEl i1T FFHH•85GR3 $5.91n 2521n S.31n 727.5 Iba CONNECTORS STANDARQ lNOUNTIi�1G HARDWARE 8 7-18 DIN INCLUDED ELECTRICAL SPECIFICATIONS GAIN AZIMUTH B.W. 817-2380 MHz t45" 15.8-15.6 dBf 55°- 67• VSWR MAX INPUT POWER HLEVAT#qN B.W. :1 �1.5300 WATTS 4,4• - 10.2' _ j T - -Mobile- PROJECT INFORMATIONI EDMONDS•HARBOR BLDG 501682E 700 2ND AVE S EDMONDS, WA 98020REVISED BUILDING PERMIT NO. DATL 098CRIP710Tp BYE Q 7/23/2019 PER STRUCTURAL BJ7 SHEETS Q8242019 MINOR REV BJT Q6/5/2019 REVISED PER REDLINES BJT Q3127/2019 ISSUED DESIGN REVIEW OJT =PLANS PREPARED BY>f B. J. TNOMAS, P.E. 7607 80TN AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BYI CHK. BY: JL BJ �� .t N1VirT1' P DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY MATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =ORAWING TITLEI RF DETAILS =DRAWING HUMBIlRI RFml T - -Mobile- PROJECT INFORMATIONI EDMONDS•HARBOR BLDG 501682E 700 2ND AVE S EDMONDS, WA 98020REVISED BUILDING PERMIT NO. DATL 098CRIP710Tp BYE Q 7/23/2019 PER STRUCTURAL BJ7 SHEETS Q8242019 MINOR REV BJT Q6/5/2019 REVISED PER REDLINES BJT Q3127/2019 ISSUED DESIGN REVIEW OJT =PLANS PREPARED BY>f B. J. TNOMAS, P.E. 7607 80TN AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BYI CHK. BY: JL BJ �� .t N1VirT1' P DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY MATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =ORAWING TITLEI RF DETAILS =DRAWING HUMBIlRI RFml =PLANS PREPARED BY>f B. J. TNOMAS, P.E. 7607 80TN AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BYI CHK. BY: JL BJ �� .t N1VirT1' P DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY MATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =ORAWING TITLEI RF DETAILS =DRAWING HUMBIlRI RFml 6772B_R4_GSM_U2100_on Ground.jpg 6772B_R4_GSM_U2100_on Ground LTE AWS+PCS+600+700 UMTS AWS+GSM PCS (Only Alpha Sector shown here) AAFIA „• _ — WADS BD1.r01 UVIS II - I I � I �+ wo. l±E AWS � Pf.B +rN Gyme.euAs91Y .RTn W A: AHLOA (WWO010t Dual Bend) cm c.c. �N - .1 +y Alm- N AII.cW SM LTE 06 AWS•PCB•709r099 IASIK•IABIL % urls Aw. rwe uw Notes: RFDS image not 100% accurate TmmMobile• =PROJECT INFORMATIOM EDMONDS-HARBOR BLDG S01682B 100 2ND AVE S EDMONDS, WA 98020 =139URD FORS BUILDING PERMIT REVISION 1113TORY1 CITNe- e.tn. ..... Q< 7"M19 REVISED PER STRUCTURAL SHEETS air B24r2019 MINOR REV BAT //"��\ 6�f1019 REVISED PER REDLINES BJT /. \ 3272919 ISSUED DESIGN REVIEW BUT ;PLANS PREPARED BY; B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BYe OHK. BY! JL BJ �LIOENSUREt 1 ,'[n❑,11 lti �= Nug+.1• -DRAW I NO INFORMA11110Ns DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORSAND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANYUSEOR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWINo TITLEI RF DETAILS RFm2 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS - EXISTING BUILDING DEAD LOADS: ROOF 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 SECTION 12.8 SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL(Ss)127 ONE SECOND SPECTRAL RESPONSE ACCEL (�) 0 498 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (So j 0-847 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (Sq) 0.499 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR (L) 1.0 SESMC DESIGN CATEGORY D WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) FOR RISK CAT II 110 MPH EXPOSURE B Kzr 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. DESIGN LOADS- ROOFTOP STRUCTURES ANTENNA MOUNTS: 250 LBS EA ANTENNA FRAME/DEAD LOAD; 1.8 KIPS (INCLUDES SCREEN MEMBERS, ANTENNAS, APPURTENANCES, B SLEEPERS) ROOFTOP SCREENWALL F- gzx(GCr)x Af= 30.5 PSF (ASO)[h<60') qz= 26.74 PSF (KZ =1.02, KzL=1.0, Kd=0.85) GCr= 1.9[h<60') RISK CATEGORY II SEISMIC LOAD: SEISMIC DESIGN CATEGORY D, SOIL TYPE Sd FP= x1 "x°p�°[1+2z/h) Wp=0.311 Wp(ASO) ap= 1.O1SCREENWALL) RP= 2-5(SCREENWALL) IP= 1.0(COMM EQUIPMENT) z/h = 1.0 STRUCTURALSTEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy= 36 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy= 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy= 35 KSI. BOLTS CONNECTING STEEL MEMOEAS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"0 MINIMUM, LINO ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. LUMBER ALL GRADES SPECIFED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH W W PA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fh(PSI) Fe (PSI) PLATES AND BLOCKING HEM -FIR N2 850 SLEEPERS DOUG-FIR 112 115 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN W OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD US NAILS. BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SO FORTH BY THE NATIONAL DESIGN STANDARDS [NO5) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 1304.9.5 NAILING SCHEDULE, ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK MIN LENGTH Bd COMMON 0.1310 21/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 311C SHANK 16d COMMON 0.1620 31/2" SHANK LOd BOX NAILS MAY BE SUBSTITUTED FOR Sd COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 31/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NOS 11.2.3. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WIT H THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER, IHSTALL SOLID BLOCKI NG AT ALL BEARING POI H I$. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRAOE(MI NIMUM) AS MEMBERS CONNECT ED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCp{ SBK All-C ACQ-D CBA-A CA-B OTHER BORATE A.WOOD OTHER PT G90 X X X G185 X X X X X HOG X X X X XSTT300 zi % x x X XLX x G90 = 0 90 OZ. OF ZINC PER SQUARE FOOT OF AREA G385= 185 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFYTHE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE ANTI WA710N OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE D14VWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED, CONTRACTOR•thITMTED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FORAPPROVAL PRIOR TDFABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, 51MIIAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. OVERALL ROOF PLAN f 5CALE: XIL6 : r.n PROPOSED EQUIPMENT AT GRADE. CONNECT TO SLAB W/1/P�KWIK BOLT TZ (21/2- EMBEDMENT) AT EA CORNER OF CABINET. 15mr=7 IT • •Mobile• EDMONDS-HARBOR BLDG S01682B 100 2ND AVE S EDMONDS, WA 88020 BUILDING PERMIT NO. DATL DLTBCRLPTWNI CNI4 sYI Q().19 ISSUED FOR PERMIT JOG =PLRNS PREPARED BYs ENGIN ERM 250 4TH AVE, $„ SUDC ZDD EDMONDS. W&WHOTON 00020 PHONE (425) 77B-BBOO FM (42B) 77B-BSBB =DRAWN BYE CHK. BYL JEO JOG G. 1F0 S� ►CNAt, ts�` CGN: 19070.639 / 221 b, DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. STRUCTURAL NOTES � S1.1 PROPOSED PRE-ENGINEERED ANTENNA FRAME (SITE PRO PART NO RTP-12) (2) 3 10 x 12'-0" HF412 SLEEPERS, STACKED FLATWISE. ALIGN SLEEPERS OVER EXIST TRUSS r-'% ANTENNA FRAME SUPPORT PLAN -ALPHA SECTOR - SCALE: 1/a' . S'•0" — z•-0• o z••v- 4•�D' 0 " (2)6xx HF92SLEEPERS, STACKED FlA7WISE. ALIGN SLEEPERS OVER EXISTTRUSS (2) 6x10 x 10'-0" HFW2 SLEEPERS, STACKED FLATWISE. ALIGN PROPOSED PRE-ENGINEERED ANTENNA FRAME (SITE PRO PART NO RTP-12) (2) 6x10 x 6'-0" HF92 SLEEPERS, STACKED FLATW ISE. ALIGN SLEEPERS OVER EXIST TRUSS r 12} 6F12x 10'•0' WF92 SLEEPERS, ! STAC 11 i'WISE"ALIGN // SLEEPERS OVER EXIST TRUSS_ 6x6 HFK2 W/SIMPSON HU HANGER EA END W/ MAX NAILING, TYP / NTENNA FRAME SUPPORT PLAN - BETA SECTOR !' SCALE: z'•v- v r-a' e'•o- SLEEPER PER PLAN EXIST ROOFING 13/4" TYP P§�� PONSIBLE FORWATER PROOFING.ED TO WEATHERIPGALVANREO" SECTOO N SCALE: L 1/2" . 1'•a" ATTACH ANTENNA FRAME BASE ANGLE TO SLEEPERS W/ 1/2"0 MIN x 4" LAG SCREWS, (2) EA BALLAST TRAY INTERSECTION PROPOSED BEAM PER PLAN (WHERE SHOWN BELOW FRAME ON DET 2) PROPOSED 2x SHIM AS REQ'D PROPOSED PL 1/2 x 3 x U-10" LONG @ 40" CC, (1) @ 12" FROM THE END OF EA SLEEPER, (4) TOTAL PER SLEEPER COUNTERSUNK 1/2"0 THRU BOLT, (B) TOTAL PER SLEEPER EXIST OPEN WEB TRUSS T • •Mobile• EDMONDS-HARBOR BLDG S01682B 100 2ND AV8 S EDMONDS, WA 98020 BUILDING PERMIT NO. DAT[I DEWRIPTIONI CNR. ry. 1601 2119 ISSUED FOR PERMIT JGG =PLANS PREPARED 8Y1 4=p=-4 6NGu. E' M 350 4TH AVE. S., sun ROC tomoNOS• 1Y4SF Rm" 9a070 PHOHL (4XSj na-aaoa rAx (axa) na-easa =DRAWN BYE CNK. BYs JEO:E :J007-1 G. 4 RNAL CGE: 19070.639 01/22/19 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ENLARGED FRAMING PLANS & DETAILS S2,1