APPROVED BLD FIR PLN BLD2021-1032+Architectural_Plan+7.26.2021_10.26.59_AM+2320852A/C
AIR CONDITIONING
GA.
GAUGE
PL
PROPERTY LINE
ADJ.
ADJUSTABLE
GALV.
GALVANIZE(D)
PLYWD.
PLYWOOD
A
ABOVE FINISH FLOOR
GC
GENERAL CONTRACTOR
PR
PAIR
AMSL
ABOVE MEAN SEA LEVEL
GEN.
GENERATOR
PROJ
PROJECT
APPROX.
APPROXIMATELY
GLB
GLUE LAMINATED BEAM
PROP
PROPERTY
ASTM
AMERICAN SOCIETY FOR
GRND
GROUND
PT
PRESSURE TREATED
TESTING AND MATERIALS
GWH
GYPSUM WALL BOARD
ATS
AUTOMATIC TRANSFER SWITCH
RCP
REFLECTED CEILING PLAN
AND
AMERICAN WIRE GAUGE
HDWD.
HARDWOOD
REQ'D
REQUIRED
BLDG.
BUILDING
HORIZ,
HR
HORIZONTAL
HOUR
RM
R.O.
ROOM
ROUGH OPENING
ELK.
BLOCK
HT.
HEIGHT
RX
RECEIVE SIGNAL
B/S
BUILDING STANDARD
HVAC
HEATING, VENTING AND AIR CONDITIONING
S
SOUTH
CLG
CUR.
CEILING
CLEAR
IBC
INTERNATIONAL BUILDING CODE
SCHED
SCHEDULE
GONC.
CONCRETE
I.D.
INSIDE DIA.
SHT
SM.
SHEET
SIMILAR
CONST.
CONSTRUCTION
IN.
INFO
INCH
INFORMATION
SPEC.
SPECIFICATION
CONT.
CONTINUOUS
INSUL.
INSULATION
SQ
SQUARE
CO.
COMPANY
TNT.
INTERIOR
SS
STD
STAINLESS STEEL
STANDARD
DBL
I DA., 6
DOUBLE
DIAMETER
LB(S)
POUND(S)
STL.
SHRUG
STEEL
STRUCTURAL
DAG.
DIAGONAL
SUSP.
SUSPENDED
DIM.
DIMENSION
MAX.
MAXIMUM
S.V.
SHEET VINYL
ON
DOWN
MECH
MECHANICAL
DTL, DETL
DETAIL
MTL
METAL
THIRD
THROUGH
DWG.
DRAWING
MFR.
MANUFACTURER
TNND
TINNED
MGR
MANAGER
T.O.
TOP OF
E
EAST
MIN.
MINIMUM
T.O.C.
TOP OF CONCRETE
EA.
EACH
MISC.
MISCELLANEOUS
T.O.M.
TOP OF MASONRY
EL, ELEV
ELEVATION
TS
TUBE STEEL
ELECT.
ELECTRICAL
N
N/A
NORTH
NOT APPLICABLE
T%
TRANSMIT SIGNAL
EQ.
EQUIP.
EQUAL
EQUIPMENT
NIC
NOT IN CONTRACT
TYP,
TYPICAL
E.W.
EACH WAY
NTS
NOT TO SCALE
UG
UNDERGROUND
EX.
EXISTING
UL
UNDERWRITERS' LAB
EXT.
EXTERIOR
O.C.
OD
ON CENTER
OUTSIDE DIAMETER
ONO
UNLESS NOTED OTHERWn
O.H.
OVERHEAD
FIN.
FINISH
OPG.
OPENING
VERT.
VERTICAL
FLUOR.
FLUORESCENT
OPP
OPPOSITE
VCT
VINYL COMPOSITION TILE
FUR
FLOOR
VIF
VERIFY IN FIELD
FT.
FOOT FEET
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VICINITY MAP SCALE: NTS
DOCUMENT REVIEW
OWNER
DATE
PERMIT MANAGER
DATE
RF ENGINEER
DATE
PROJECT MANAGER
DATE
CONSTR. MANAGER
DATE
APPROVALS
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HOSPITAL
eoev�rTiiwNNA REPLACEMENT
g ELEVATION REFE1 ^�
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City Of Edmon
Building Department
Work
ANTENNA REPLACEMENT
----------------------
Address
21601 76TH AVE W
y
------------
Owner
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SWEDISH HOSPITAL
Approve
Date 68%16l2621
E_______________________
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ENGINEER
STRUCTURAL ENGINEER
PERMITTING
NWTE
NWTE
MICHAEL AIPPERSBACH & ASSOCIATES
3426 BROADWAY, SUITE 302
3426 BROADWAY, SUITE 302
PO BOX 95429
EVERETT, WA 98201-5079
EVERETT, WA 98201-5079
SEATTLE, WA 98145-2429
TEL 425.258.4248
TEL 425.258.4248
TEL 206.523.3764
FAX: 425.258.4289
FAX: 425.258.4289
FAX: 206.524.0337
CONTACT: ERIC SLADKY
CONTACT: STEVEN DIAMOND
CONTACT: MICHAEL AIPPERSBACH
PROJECT TEAM
PASSIVE
by Fire
Upon completion please ensure and
document that new system does not
interfere with fire alarm AES and
installed ERRC
PROJECT
PROJECT NAME:
SWEDISH HOSPITAL
MICROWAVE INSTALLATION
SNO 911 ANTENNA UPGRADE
SITE NAME: CONSTRUCTION AREA:
SWEDISH HOSPITAL REPLACE ANTENNAS ON EX. PENTHOUSE
SITE ADDRESS: APPLICANT-
20601 76TH AVENUE WEST SNO 911
EDMONDS, WA 98026-7507 1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
PARCEL NUMBER: TEL: 425.407.3911
00580700002500
LAND OWNER:
ZONING: PUBLIC HOSPITAL DISTRICT #2
MEDICAL USE (MU) 4710 196TH STREET SW
LYNNWOOD, WA 98036-5517
TEL: -
JURISDICTION: CONTACT:..
CITY OF EDMONDS TOWER OWNER:
121 5TH AVENUE N N/A
EDMONDS, WA 98020
TEL: 425,771,0220
POWER COMPANY:
N/A
GENERAL PROJECT DESCRIPTION:
SNO 911 PROPOSES TO SUBSTANTIALLY IMPROVE THEIR EXISTING RADIO NETWORK
INFRASTRUCTURE. THE PROJECT WILL REPLACE EXISTING ANTENNAS, INSTALL NEW
ANTENNAS, UPDATE THE RADIO EQUIPMENT TO MEET 2021 SPECIFICATIONS AND
OVERHAUL THE EMERGENCY POWER SYSTEM ADDING A NEW GENERATOR AND AN
IMPROVED BATTERY CONFIGURATION.
THE SWEDISH HOSPITAL PROJECT WILL CONSIST OF THE FOLLOWING TASK ITEMS:
REPLACE TWO (2) EXISTING MICROWAVE ANTENNAS CURRENTLY INSTALLED ON THE
ELEVATOR PENTHOUSE OF THE MAIN HOSPITAL BUILDING. ONLY THE MICROWAVE
ANTENNAS WILL BE REPLACED, THE EXISTING INFRASTRUCTURE THAT SUPPORTS THE
TWO ANTENNAS WILL REMAIN IN PLACE.
THE PROPOSED ANTENNA REPLACEMENT WILL NOT REQUIRE ANY ADDITIONAL UTILITIES
THAT SERVICE THE HOSPITAL, THE MICROWAVE SYSTEM IS "PASSIVE" AND THE
ANTENNAS ARE USED TO RELAY INFORMATION OVER THE MICROWAVE OPERATING
FREQUENCY.
PROJECT SUMMARY
DIG ALERT: CALL BEFORE YOU DIG:
CALL FOR UNDERGROUND UTILITIES LOCATION
PRIOR TO ANY EXCAVATION, PER:
WASHINGTON LAW: CHAPTER 19.122 RCW
UNDERGROUND UTILITIES
CALL: 1-800-424-5555 �
0
NOTES
PARCEL NUMBER:00580700002500
LEGAL DESCRIPTION:
PARCEL 1:
THE NORTH HALF OF TRACTS 27 AND 28, AND SOUTH HALF OF TRACTS 25 AND 26, SOLNER'S FIVE
ACRE TRACTS, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 7 OF PLATS, PAGE 25, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON. TOGETHER WITH THAT PORTION OF VACATED TENTH STREET SE
(FORMERLY 216TH STREET SW) ADJACENT THERETO.
PARCEL 2:
THE WEST 331.60 FEET IN WIDTH OF TRACT 29 AND THAT PORTION OF TRACT 31, LYING
NORTHWESTERLY OF HIGHWAY 99 ,IN SOLNER'S FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 7 OF PLATS, PAGE 25, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,
TOGETHER WITH ADJACENT VACATED SPRUCE STREET, AS OF AUGUST 31,1977.
PARCEL 3:
TRACT 30, SOLNER'S FIVE ACRE TRACTS, TOGETHER WITH THAT PORTION OF VACATED STREET LYING
BETWEEN EAST BOUNDARY OF TRACT 30 AND WESTERLY LINE OF STATE ROAD NO. 1, EXCEPT STATE
ROAD NO. 1 (HWY. 99) ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 7 OF PLATS, PAGE
25, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
I LEGAL DESCRIPTION '
NUMBER:
DESCRIPTION:
T-1
TITLE SHEET
T-2
GENERAL NOTES
S-1
PROPERTY PLAN / SITE PLAN
S-2
PROJECT PLAN
S-3
PARTIAL EAST ELEVATION
S-3.1
PARTIAL NORTH ELEVATION
S-4
ANTENNA DETAILS / EX. TRIPOD INSTALLATION DETAIL
G-1
GROUNDING PLAN / GROUNDING DETAILS
G-2
GROUNDING DETAILS
SHEET INDEX
SNO 911
SNOHOMISH COUNTY
911
1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
425.407.3911
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
THIS DRAWING IS COPYRIGHTED AND IS THE
SOLE PROPERTY OF THE OWNER. IT IS
PRODUCED SOLELY FOR USE BY THE OWNER
AND ITS AFFILIATES. REPRODUCTION OR USE
OF THIS DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT THE
WRITTEN PERMISSION OF THE OWNER.
North est
Tower Engineering
RFI F1CF
DATE
25FEB21 PERMIT REVIEW SET
10APR21 BUILDING PERMIT SET
SITE NAME
SWEDISH HOSPITAE ANTENNA REPEACEMENT PROJECT
PASSIVE MICROWAVE INSTALLATION
SITE ADDRESS
21601 76TH AVENUE W
EDMONDS, WA 98026
MAIN HOSPITAL BUILDING
ROOFTOP PENTHOUSE
BLD2021-1032
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T 1
PLOT SCALE: 1:1 @ 24"x36"; 1:2 @ 11"x17"
1.0 GENERAL REQUIREMENTS
SCOPE: REFER TO SPECIFICATIONS FOR PROJECT SPECIFIC INFORMATION,
REQUIREMENTS AND APPROVED MATERIALS
A LIVE LOADS: SNOW:
GROUND SNOW LOAD: 25 PSF
WIND:
BASIC WIND SPEED: V1,115 MPH, 30 MPH WITH 1/2" ICE
STRUCTURE CLASS III / RISK CATEGORY IV
EXPOSURE "B"
TOPOGRAPHIC FACTOR K„(MAX AT GROUND LEVEL) = 1.0
TOPOGRAPHIC FEATURE (FLAT OR ROLLING HILLS)
CREST HEIGHT ABOVE SURROUNDING TERRAIN (N/A)
FLOOR:
SHELTER FLOOR LIVE LOAD = N/A
SEISMIC:
DESIGN CATEGORY "D", SITE CLASS C, Ss= 1.28 S,= 0.45
B LEGAL DESCRIPTION: SEE SHEET T-1
C DRAWINGS: THE DRAWINGS ARE INTENDED TO PARTIALLY DESCRIBE THE OVERALL SCOPE OF WORK.
CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE PROJECT MANAGER IN
ADVANCE ABOUT ANY UNFORESEEN CIRCUMSTANCES NOT DESCRIBED IN THE DRAWINGS BEFORE
BEGINNING WORK OR WORKING ON THE AFFECTED PORTION OF THE WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES. EXISTING
UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY LOCATIONS
NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES.
D ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE
PROJECT MANAGER WILL DEFINE THE CONTENT OF ANY IN QUESTION.
E REPETITIVE: TYPICAL WALL SECTIONS, FINISHES AND DETAILS ARE NOT INDICATED EVERYWHERE THEY
OCCUR ON PLANS, ELEVATIONS AND SECTIONS; REFER TO DETAILED DRAWINGS, CONTRACTOR TO
PROVIDE COMPLETE PROJECT AS IF DRAWN IN FULL.
F CODES/PERMITS/REGULATIONS WORK NOT PART OF THE WORK OF THE PERMIT AND TO BE
PERFORMED UNDER SEPARATE PERMITS INCLUDES BUT IS NOT LIMITED TO MECHANICAL/ELECTRICAL
WORK
THE OWNER SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES UNLESS OTHERWISE NOTED IN THE
CONTRACT DOCUMENTS.
NOTHING IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN
INSTALLATION IN VIOLATION OF APPLICABLE CODES AND/OR RESTRICTIONS. SHOULD ANY CHANGE IN
THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND/OR
REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AT ONCE AND CEASE WORK
ON ALL PARTS OF THE CONTRACT WHICH ARE AFFECTED.
THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE
LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES.
ALL WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS IS JURISDICTION BUILDING CODE AND FIRE
CODE AS ADOPTED WITH CERTAIN AMENDMENTS IN THE BUILDING CODE. IT IS THE INTENT OF THESE
DOCUMENTS TO COMPLY THERETO. WORK PERFORMED IN VIOLATION OF THE LOCAL CODES, OR
ORDINANCES SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER.
G CONFLICT: IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE
MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES,
THE LAWS OR ORDINANCES SHALL GOVERN THE INSTALLATION NOTIFY THE PROJECT MANAGER OF ALL
CONFLICTS. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE
DONE AT THE CONTRACTOR'S RISK.
H DIMENSIONS SURVEY: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. PROJECT
MANAGER BEARS NO RESPONSIBILITY FOR THEIR ACCURACY. DIMENSIONS ARE SHOWN TO FACE OF
CONCRETE, TO FACE OF CLADDING AT EXTERIOR FRAMED WALLS, FACE OF FINISH AT INTERIOR WALLS,
AND CENTERLINE OF OPENINGS, UNLESS DETAILED OTHERWISE ON DRAWINGS. CONTRACTOR SHOULD
REVIEW AND VERIFY ACTUAL CONDITIONS BEFORE FRAMING BEGINS AND NOTIFY THE PROJECT MANAGER
OF ALL CONFLICTS.
DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND
ACTUAL FIELD MEASUREMENT. NOTIFY THE PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND.
CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR WORK.
THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR THE EQUIPMENT FURNISHED AND
INSTALLED BY CONTRACTOR OR OTHERS.
THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH SLABS,
WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT AND SHALL
VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS.
FIRE STOPS FIRE STOPS IN WALL, OR CEILINGS, ETC. SHALL BE PROVIDED PER JURISDICTION BUILDING
CODE. SECTION 7 REQUIREMENTS. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS,
INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES
AND AS REQUIRED BY FIRE DEPARTMENT.
J SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR THE PROJECT MANAGER/OWNER'S APPROVAL AND AS
REQUIRED BY GOVERNING JURISDICTION PRIOR TO CONSTRUCTION.
2.0 SITE WORK
A HAZARDOUS MATERIALS: DISCOVERY OF ANY HAZARDOUS MATERIALS (ASBESTOS, CHEMICAL WASTES,
PESTICIDES, ETC.) SHALL BE REPORTED IMMEDIATELY TO THE OWNER. AFTER MUTUAL AGREEMENT
BETWEEN CONTRACTOR PARTIES AND SUBMITTAL OF A WRITTEN CHANGE ORDER CONTRACTOR IS
RESPONSIBLE FOR REMOVAL, DISPOSAL AND CERTIFICATION AS REQUIRED BY LAW. OWNER TO ADVISE
OF KNOWN EXISTENCE.
B SOIL CONDITIONS: THE PROJECT MANAGER ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL
CHARACTERISTICS OF THE SOIL, NOR ACCURACY OF ENGINEERING DATA SUPPLIED IN THE SOILS
REPORT.
C PERMITS: CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS OR SECURE NECESSARY PERMITS WITH
THE GOVERNING AGENCY FOR SITE WORK OR TO BLOCK SIDEWALKS OR STREETS DUE TO
CONSTRUCTION.
D SAFETY: THE CONTRACTOR SHALL PROVIDE COMPLETE SAFETY PRECAUTIONS AND MEASURES OVER
THE ENTIRE SITE INCLUDING ADJACENT YARDS, PASSAGEWAYS AND AREAS WHERE PERSONS NOT
ASSOCIATED WITH THE CONSTRUCTION PROJECT MAY BE PRESENT
E SETBACKS: IF APPLICABLE, ALL SETBACKS WILL BE CLEARLY MARKED ON SITE AND VERIFIED BY THE
BUILDING INSPECTOR BEFORE ANY CONCRETE IS POURED.
F STREET TREES: THE CONTRACTOR SHALL CLEANLY CUT TREE ROOTS EXTENDING INTO THE WORK
AREA. STREET TREES SHALL BE PROTECTED ACCORDING TO GOVERNING JURISDICTION STANDARDS.
G SOIL COMPACTION: THE CONTRACTOR SHALL COMPACT SOIL TO A MIN. 95% OF THE
MAXIMUM DRY DENSITY BASED ON ASTM TEST METHOD D1557.
H GEOTECHNICAL
NO GEOTECHNICAL REPORT WAS REQUIRED FOR THIS PROJECT. THE FOLLOWING PRESUMPTIVE
LOAD BEARING VALUES PER 2018 IBC, TABLE 1806.2 FOR CLASS 4 MATERIALS ARE ASSUMED:
A. ALLOWABLE BEARING PRESSURE: 2000 PSF
B. ALLOWABLE PASSIVE EARTH PRESSURE: 150 PCF
C. BASE COEFFICIENT OF FRICTION: 0.25
THE RECOMMENDATIONS PROVIDED IN THESE NOTES FOR THIS PROJECT MUST CONFORM TO
THESE SAME CONDITIONS.
EROSION CONTROL: IT IS NECESSARY TO OBTAIN PERMITS FOR ANY PROJECT THAT WILL
DISTURB THE SOIL AND JEOPARDIZE WATER QUALITY AND HABITAT. IN ORDER TO REMAIN
IN COMPLIANCE WITH PERMITS AND THEREFORE, JURISDICTION STANDARDS, THE FOLLOWING
EROSION CONTROL PRINCIPLES SHOULD BE FOLLOWED:
1. DESIGN PROJECTS TO FIT THE NATURAL TOPOGRAPHY, SOILS, AND DRAINAGE
PATTERNS,
2. EMPHASIZE EROSION CONTROL RATHER THAN SEDIMENT CONTROL.
3. MINIMIZE THE EXTENT AND DURATION OF THE AREA EXPOSED.
4. KEEP RUNOFF VELOCITIES LOW.
5. RETAIN SEDIMENT ON THE SITE.
6. SCHEDULE MAJOR EARTHWORK DURING THE DRY SEASON.
7. THOROUGHLY MONITOR THE SITE AND MAINTAIN THE ESC MEASURES.
8. FINAL STABILIZATION OF ALL DISTURBED AREAS WITH VEGETATION OR OTHER
MEASURES.
9. REMOVAL OF ALL TEMPORARY ESC MEASURES AND FINAL CLEANING OF ALL
PERMANENT FACILITIES SUCH AS CATCH BASINS AND PIPES.
CONTRACTOR SHALL FOLLOW THE ABOVE GUIDELINES AND ASSIGN THE ON -SITE ESC
SUPERVISOR TO OVERSEE THE BMP'S ON AN ONGOING BASIS OVER THE LIFE OF THE
PROJECT. THE SUPERVISOR MUST INSPECT THE SITE A MINIMUM OF ONCE A WEEK DURING
THE WET SEASON AND WITHIN 24 HOURS OF A STORM EVENT. THE SUPERVISOR MUST BE
AVAILABLE 24 HOURS A DAY IN ORDER TO RESPOND TO ESC EMERGENCIES. A CONTACT
NUMBER MUST BE CLEARLY POSTED ON THE JOB SITE.
CONTRACTOR SHALLL CONSULT NTH THE ESC SUPERVISOR TO DETERMINE WHICH EROSION CONTROL
DEVICES ARE BEST SUITED FOR THE SITE PRIOR TO CONSTRUCTION. ALL MATERIALS SHALL MEET THE
REQUIREMENTS IN SECTIONS 9-14 AND 9-33 OF WSDOT 2021 STANDARD SPECIFICATIONS (M41-10).
EROSION CONTROL BLANKET
* ORGANIC TEMPORARY EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING
REQUIREMENTS:
1. MADE OF NATURAL PLANT FIBERS.
2. HAVE A MINIMUM WEIGHT OF 8 OZ./SQ. YD. AND A MINIMUM LIMITING SHEAR STRESS
OF 0.45 LB./SQ. FT.
3. NETTING, IF PRESENT, SHALL BE BIODEGRADABLE OR PHOTODEGRADABLE.
* PERMANENT EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING REQUIREMENTS:
1. CONSIST OF UV STABILIZED * FIBERS, FILAMENTS, AND NETTING.
2. HAVE A MINIMUM WEIGHT OF 8 OZ./SQ. YD. AND A MINIMUM LIMITING SHEAR STRESS OF
1.5 LB./SQ. FT.
*UV STABILITY (MINIMUM 80 PERCENT TENSILE RETAINED) ASTM D4355 (1,000 HOUR
EXPOSURE).
CLEAR PLASTIC COVERING CLEAR PLASTIC COVERING SHALL MEET THE
REQUIREMENTS OF THE MIST (NATIONAL INSTITUTE OF STANDARDS AND
TECHNOLOGY) VOLUNTARY PRODUCT STANDARD, PS 17-69, FOR POLYETHYLENE
SHEETING HAVING A MINIMUM THICKNESS OF 6 MILS.
GEOTEXTILE-ENCASED CHECK DAM
THE GEOTEXTILE-ENCASED CHECK DAM SHALL BE A URETHANE FOAM CORE ENCASED IN
GEOTEXTILE MATERIAL. THE MINIMUM LENGTH OF THE UNIT SHALL BE 7'. THE FOAM CORE
SHALL BE A MINIMUM OF 8-INCHES IN HEIGHT, AND HAVE A MINIMUM BASE WIDTH OF
16". THE GEOTEXTILE MATERIAL SHALL OVERHANG THE FOAM BY AT LEAST 6" AT EACH
END, AND SHALL HAVE APRON TYPE FLAPS THAT EXTEND A MINIMUM OF 24" ON EACH
SIDE OF THE FOAM CORE.
WATTLES
WATTLES SHALL CONSIST OF CYLINDERS OF BIODEGRADABLE PLANT MATERIAL SUCH AS
STRAW, COIR, OR WOOD SHAVINGS ENCASED WITHIN BIODEGRADABLE OR PHOTODEGRADABLE
NETTING. ROLLS SHALL BE AT LEAST 6" IN DIAMETER.
COMPOST SOCK
BIODEGRADABLE BURLAP FABRIC FOR COMPOST SOCK AND COMPOST WATTLE SHALL BE
CLEAN, EVENLY WOVEN, AND FREE OF ENCRUSTED CONCRETE OR OTHER CONTAMINATING
MATERIALS AND SHALL BE FREE FROM CUTS, TEARS, BROKEN OR MISSING YARNS AND
THIN, OPEN, OR WEAK PLACES. FABRIC FOR COMPOST SOCK SHALL CONSIST OF EXTRA
HEAVY WEIGHT BIODEGRADABLE BURLAP FIBER WHICH HAS NOT BEEN TREATED WITH ANY
TYPE OF PRESERVATIVE. COMPOST SHALL BE TYPE 2. WOOD STAKES FOR COMPOST SOCK
AND WATTLES SHALL BE MADE FROM DOUGLAS-FIR, HEMLOCK, OR PINE SPECIES. WOOD
STAKES SHALL BE 2"X2" NOMINAL DIMENSION AND 36" IN LENGTH.
3.0 CONCRETE / 4.0 MASONRY
A hORMWORK & ACCESSORIES SHALL CONFORM TO ACI 301, SECTION 2
B REINFORCEMENT & SUPPORTS SHALL CONFORM TO ACI 301, SECTION 3
B CONCRETE MIXTURES SHALL CONFORM TO ACI 301, SECTION 4
C THE HANDLING, PLACING AND INSTALLATION OF CONCRETE SHALL CONFORM TO ACI 301,
SECTION 5. IN ADDITION HOT WEATHER CONCRETE PLACEMENT SHALL CONFORM TO ACI
305.1 AND COLD WEATHER CONCRETE PLACEMENT SHALL CONFORM TO ACI 306.1
D CHAMFER EXTERNAL EDGES ON EXPOSED EXTERIOR FOUNDATIONS. CONTRACTOR SHALL
EDGE ALL OTHER FLATWORK
E PORTLAND CEMENT SHALL BE TYPE II PER ASTM C150 AND SHALL HAVE A 28-DAY
COMPRESSIVE STRENGTH OF 4000 PSI. THE CONCRETE MIX SHALL NOT CONTAIN LESS
THAN 5 Y" SACKS OF CEMENT PER CUBIC YARD.
F THE CONCRETE MIX SHALL HAVE A TOTAL AIR CONTENT OF 5% WITH A TOLERANCE OF
PLUS OR MINUS 1.5%. AIR -ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C 260.
G THE CONCRETE MIX SHALL PRODUCE A MAXIMUM SLUMP OF 5" 315'.
H CONCRETE SHALL HAVE THE MAXIMUM AGGREGATE SIZE %" INCH.
I THE CONCRETE SHALL NOT CONTAIN CALCIUM CHLORIDE OR ANY OTHER ADMIXTURE
CONTAINING CHLORIDE OTHER THAN NATURAL IMPURITIES.
J ALL CONCRETE SHALL BE PLACED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE ON
THE DRAWINGS.
K CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION.
L NON -SHRINK GROUT: SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL
BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
WHICH IT IS PLACED (3,000 PSI MIN.)
N ADHESIVE -GROUTED ITEMS: (THREADED RODS OR REINFORCED BAR) SPECIFIED ON THE
DRAWINGS SHALL BE INSTALLED USING HILTI "HIT -RE 500 SD" ADHESIVE AS
MANUFACTURED BY HILTI. INSTALL IN STRICT ACCORDANCE WITH I.C.C. REPORT NO
ESR-2322. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM
A-307 UNLESS NOTED OTHERWISE. WHERE INSTALLING ANCHORS INTO UNGROUTED CMU
CELLS (NEW OR EXISTING), THE ANCHOR SHALL BE INSTALLED WITH THE CORRECTION
SCREEN TUBE (PER MANUFACTURER'S RECOMMENDATIONS) TO MATCH THE ANCHOR SIZE
AND EMBEDMENT.
0 EXPANSION ANCHORS: EXPANSION ANCHORS SHALL BE INSTALLED PER HILTI
SPECIFICATIONS. INSTALL IN STRICT ACCORDANCE WITH I.C.C. REPORT NO. ESR-4266.
SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.
P FOUNDATIONS: ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL FILL . ALL FOOTING
EXCAVATIONS SHALL BE MANUALLY CLEANED PRIOR TO PLACING CONCRETE. COMPACT THE
STRUCTURAL FILL UNDER THE FOUNDATION TO 95% OF THE MODIFIED PROCTOR DENSITY.
FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED THE SIZE IS INCREASED 3
INCHES AT EACH INTERFACE WITH THE SOIL. CONTRACTOR SHALL PROVIDE DESIGN AND
INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN
THE EARTH BANKS. BACKFILL NEAR AND AROUND THE FOUNDATIONS SHALL BE A WELL
GRADED FILL MATERIAL PLACED IN 8" THICK LAYERS THAT HAS BEEN COMPACTED TO 90%
OF THE MODIFIED PROCTOR DENSITY.
0 REINFORCING STEEL' ALL REINFORCING STEEL TO BE GRADE 60 DEFORMED BILLET STEEL
PER ASTM A615. ALL ANCHOR RODS, OTHER THAN FOR TOWER, TO BE ASTM F1554, GR.36
WITH A PLATE, WASHER, AND NUT UNLESS NOTED OTHERWISE ON THE DRAWINGS.
REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH THE ACI 315
AND ACI 301. SUPPORT REINFORCING AS REQUIRED TO PREVENT DISPLACEMENT UPON
CONCRETE POURING. MAINTAIN ALL CLEARANCES NOTED ON THE DRAWINGS. WHERE NO
DIMENSIONS ARE NOTED, USE THE ACI RECOMMENDED CLEARANCES. MINIMUM COVER FOR
REINFORCING BARS SHALL BE 3", FOR CONCRETE POURED AGAINST SOIL. TIE BARS
SECURELY WITH #16 ANNEALED WIRE AND SUPPORT AS REQUIRED. PROVIDE MINIMUM LAP
SPLICES OF 36 BAR DIAMETERS UNLESS NOTED OTHERWISE. FIELD BENDING OR WELDING OF
REINFORCEMENT BARS IS NOT PERMITTED.
ALL WELDED WIRE FABRIC TO BE PER ASTM A185. ALL BARS AND WIRE SHALL BE FREE OF
RUST, MILL SCALE, DIRT, OR OTHER FOREIGN MATERIAL PRIOR TO CASTING CONCRETE.
R MASONRY: MASONRY CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 21 AND ACI530.1.
CONCRETE MASONRY UNITS SHALL BE ASTM C90, TYPE 1 NORMAL WEIGHT, Fc = 2000 PSI
AT 28 DAYS.
MASONRY UNITS SHALL BE PLACED IN STRAIGHT UNIFORM COURSES OF REGULAR RUNNING
BOND. MORTAR SHALL BE ASTM C270 TYPE S. GROUT SHALL BE ASTM C476, F'c = 2000
PSI AT 28 DAYS. GROUT SHALL BE READY -MIX TYPE. THE ALLOWABLE GROUT SLUMP
SHALL BE 10" PLUS OR MINUS 1". A MINIMUM OF 24 HOURS SHALL HAVE ELAPSED
BETWEEN COMPLETION OF THE LAY UP OF A WALL SECTION AND GROUTING. NET AREA
COMPRESSIVE STRENGTH OF MASONRY, F'm = 1500 PSI
REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BILLET STEEL PER ASTM A615.
VERTICAL REINFORCING STEEL SHALL BE DROPPED INTO PLACE AFTER COMPLETION OF THE
WALL SECTION AND PRIOR TO GROUTING AND HORIZONTAL REINFORCING STEEL SHALL BE
PLACED AS THE WALL IS LAID UP.
GROUT LIFTS AND POUR HEIGHTS SHALL NOT EXCEED 5'-0" IN HEIGHT UNLESS APPROVED
BY PROJECT MANAGER OR ENGINEER OF RECORD.
5.0 METALS
A PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS.
B CONTRACTOR SHALL PRIME AND PAINT THE INTENDED PAINTABLE METAL STACKS, METAL
BEAM/POST CONNECTIONS, VENTS, GRILLS, OR LOUVERS WHICH PROJECT THROUGH WALLS
OR ROOF AND IN VIEW. COLOR TO BE SELECTED BY PROJECT MANAGER.
C STRUCTURAL STEEL ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM
TO THE DRAWINGS, SPECIFICATIONS, AND THE 2018 IBC.
ALL WORK SHALL BE IN ACCORDANCE WITH AISC 303 AND AISC 360
ALL ANGLES, CHANNELS, AND PLATES TO BE ASTM A36, Fy = 36 KSI,
WIDE FLANGE SHAPES TO BE ASTM A992, Fy=50 KSI
ALL SOLID RODS TO BE ASTM A36, Fy = 36 KSI.
RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS), TO BE ASTM A500-13, Fy=46 KSI
ROUND HOLLOW STRUCTURAL SECTIONS (HSS), TO BE ASTM A500-B, FY=42 KSI
STEEL PIPE TO BE ASTM A53-B, Fy=35 KSI
BOLTS TO BE ASTM A307 Fy--36 KSI, UNLESS NOTED OTHERWISE
FOR BOLTS SPECIFIED AS ASTM A325, CONNECTION BOLTS SHALL BE FULLY TIGHTENED
CONFORMING TO AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR
A490 BOLTS", UNLESS OTHERWISE NOTED.
ALL BOLTS TO BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123, A153, AND
B695. NO BOLT SHALL BE REUSED.
ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED AFTER
FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL
BE GALVANIZED PER ASTM A153 OR 3695.
THE CONTRACTOR SHALL SUBMIT DETAILED, ENGINEERED, AND CHECKED SHOP DRAWINGS
FOR ALL STRUCTURAL STEEL TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO THE
START OF FABRICATION,
D WELDING: ALL WELDING TO BE PERFORMED BY WABO & AWS CERTIFIED WELDERS AND
CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE.
ALL ELECTRODES TO BE E70XX LOW HYDROGEN.
MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS UNLESS NOTED OTHERWISE ON THE
DRAWINGS.
6.0 WOOD (NOT USED)
7.0 THERMAL/MOISTURE PROTECTION (NOT USED)
8.0 DOORS/WINDOWS (NOT USED)
9.0 FINISHES (NOT USED)
10.0 APPLICABLE STANDARDS
A TIA-222-H: STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES, ANTENNAS
AND SMALL WIND TURBINE SUPPORT STRUCTURES
B IBC: INTERNATIONAL BUILDING CODE, 2018 EDITION.
C IMC: INTERNATIONAL MECHANICAL CODE, 2018 EDITION.
D NEC: NATIONAL ELECTRICAL CODE, 2018 EDITION.
E IFC: INTERNATIONAL FIRE CODE, 2018 EDITION.
F ASTM: STANDARDS FOR BUILDING CODES, LATEST EDITION.
G ACI 301: AMERICAN CONCRETE INSTITUTE, SPECIFICATIONS FOR STRUCTURAL
CONCRETE, LATEST EDITION.
H ACI 318: AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, 2014.
1 ACI 315: AMERICAN CONCRETE INSTITUTE, DETAILS AND DETAILING OF CONCRETE
REINFORCEMENT, LATEST EDITION.
J ACI 530H: AMERICAN CONCRETE INSTITUTE, SPECIFICATION FOR MASONRY CONSTRUCTION, 2013
K CRSI: CONCRETE REINFORCING STEEL INSTITUTE, MANUAL OF STANDARD PRACTICE, LATEST EDITION
L AWS: AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE, LATEST EDITION.
M AISC 303: AMERICAN INSTITUTE OF STEEL CONSTRUCTION, CODE OF STANDARD PRACTICE
FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION
N AISC 360: AMERICAN INSTITUTE OF STEEL CONSTRUCTION, SPECIFICATION FOR STEEL
BUILDINGS, 2010 AND 2016
0 NDS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, AMERICAN WOOD
COUNCIL (AWC) 2018
P ASCE 7-16: MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND
OTHER STRUCTURES
11.0 SPECIAL INSPECTION
A A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER, SHALL
PERFORM PERIODIC INSPECTION AND TESTING IN ACCORDANCE WITH IBC 2018 CHAPTER 17
(SECTION 1705) FOR THE FOLLOWING CONSTRUCTION WORK:
B * STRUCTURAL CAST -IN -PLACE CONCRETE AND STEEL REINFORCING.
* PLACEMENT OF CONCRETE AROUND BOLTS AND EMBEDDED ITEMS.
* INSTALLATION OF POST INSTALLED BOLTS AND REPAIR.
* STRUCTURAL HIGH STRENGTH BOLTED CONNECTIONS - ANSI/AISC 360-16 TABLES N5.6-1, 2 & 3
* FIELD AND FULL PENETRATION STRUCTURAL WELDING - ANSI/AISC 360-16 TABLES N5.4-1, 2 & 3
* STRUCTURAL MASONRY - TMS 402, ACI 530, ASCE 5, TMS 602 ACI 530.1 AND ASCE 6
* SPECIAL GRADING, EXCAVATION, AND STRUCTURAL FILL.
* PILING, DRILLED PIERS, AND CAISSONS.
* STEEL REINFORCING IN CONCRETE.
* MISCELLANEOUS SPECIAL CASES, INVOLVING CONSTRUCTION UNDER HAZARDOUS OR
UNUSUAL CONDITIONS.
C REPORTS SHALL SUBMITTED IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE, 2018
CHAPTER 17.
D GENERAL CONTRACTOR TO SCHEDULE ALL "SPECIAL INSPECTIONS" WITH SAID TESTING
AGENCY BASED ON WORK PROGRESS. CONTRACTOR TO NOTIFY OWNER AND PROJECT
MANAGER 48 HOURS IN ADVANCE OF SCHEDULED TEST PROCEDURE
E THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING
DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER IN ACCORDANCE WITH IBC
2018 CHAPTER 17.
I GENERAL NOTES SCALE: NONE 120 1
SNO 911
SNOHOMISH COUNTY
911
1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
425.407.3911
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
THIS DRAWING IS COPYRIGHTED AND IS THE
SOLE PROPERTY OF THE OWNER. IT IS
PRODUCED SOLELY FOR USE BY THE OWNER
AND ITS AFFILIATES. REPRODUCTION OR USE
OF THIS DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT THE
WRITTEN PERMISSION OF THE OWNER.
�W/
North West
Tower Engineering
RELEASE
DATE
25FEB21 PERMIT REVIEW SET
10APR21 BUILDING PERMIT SET
SITE NAME
SWEDISH HOSPITAE ANTENNA REPEACEMENT PROJECT
PASSIVE MICROWAVE INSTALLATION
SITE ADDRESS
21601 76TH AVENUE W
EDMONDS, WA 98026
MAIN HOSPITAL BUILDING
ROOFTOP PENTHOUSE
BLD2021-1032
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
T 2
PLOT SCALE: 1:1 @ 24"x36"; 1:2 @ 11"x17"
!
RESIDENTIAL LOT, RESIDENTIAL LOT, RESIDENTIAL LOT, RESIDENTIAL LOT, RESIDENTIAL LOT, RESIDENTIAL LOT, RESIDENTIAL LOT, ! RESIDENTIAL LOT, !
TYP. ! TYP. TYP. TYP. TYP. TYP. TYP. TYP.
! RESIDENTIAL LOT,
TYP.
---__--'—L--- L_ I i oanorory i i�ir I I ,
\
\ 20
THE SWEDISH HOSPITAL PROJECT WILL CONSIST OF \
THE FOLLOWING TASK ITEMS: \
REPLACE TWO (2) EXISTING MICROWAVE ANTENNAS \�\
CURRENTLY INSTALLED ON THE ELEVATOR \,\
PENTHOUSE OF THE MAIN HOVE ANTENNAS WISPITAL BUILDING. ONLY
THE EXISTINMICROWG INFRASTRUCTURE LTHA T SUPPORTS THE 'a�AJL BE REPLACED, THE
jgj RffT SN,
TWO ANTENNAS WILL REMAIN IN PLACE.
f�
1
fry�gNCf \`
SWEDISH HOSPITAL SWEDISH HOSPITAL
(MULTI —STORY FACILITY)
SWEDISH HOSPITAL
(NEWEST EDITION)
El::EX. MEDICAL
BUILDING
---------------
RESIDENTIAL LOT,
TYP.
RESIDENTIAL LOT,
TYP.
RESIDENTIAL LOT,
TYP.
RESIDENTIAL LOT,
TYP.
_ 2161H STREET SW
(HOSPITAL ACCESS DRIVE)
2a
PROJECT
SITE
I
PARCEL NUMBER ADJACENT
00580700002500 HOSPITAL
PROPERTY /
SUBJECT
PARCEL V
I � /
I �
I /
BOUNDARY PLAN
SCALE = NTS
PARCEL NUMBER
00580700002500
10.55 ACRES
USE CODE
651 MEDICAL & OTHER HEALTH
SERVICES
ZONING
MEDICAL USE (MU)
! N
I
PROPERTY PLAN / SITE PLAN o�o soo�12ao' SCALE 1"
SNO 911
SNOHOMISH COUNTY
911
1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
425.407.3911
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
t S'�
y-r3 a+
THIS DRAWING IS COPYRIGHTED AND IS THE
SOLE PROPERTY OF THE OWNER. IT IS
PRODUCED SOLELY FOR USE BY THE OWNER
AND ITS AFFILIATES. REPRODUCTION OR USE
OF THIS DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT THE
WRITTEN PERMISSION OF THE OWNER,
�w
NorthWest
Tower Engineering
M ASE
DATE
25FEB21 PERMIT REVIEW SET
10APR21 BUILDING PERMIT SET
SITE NAME
SWEDISH HOSPITAE ANTENNA REPEACEMENT PROJECT
PASSIVE MICROWAVE INSTALLATION
SITE ADDRESS
21601 76TH AVENUE W
EDMONDS, WA 98026
MAIN HOSPITAL BUILDING
ROOFTOP PENTHOUSE
BLD2021-1032
SHEET TITLE
PROPERTY PLAN / SITE PLAN
SHEET NUMBER
PLOT SCALE: 1:1 @ 24"x36"; 1:2 @ 11"07"
ONLY THE SNO 911 MICROWAVE ANTENNAS ON THE ELEVATOR PENTHOUSE WILL BE REPLACED
FOR THIS PROJECT. SEE SHEETS S-3 AND S-3.1 FOR ADDITIONAL MICROWAVE ANTENNA
INFORMATION
ANTENNA NOTE
EX.
MECHANICAL
UNIT
EX. ELEVATOR PROPOSED SO MICROWAVE DISH TO REPLACE 3"10"
PENTHOUSE THE EXISTING SO DISH ANTENNA. SEE
ANTENNA LIST SHEET S-4
ro
w� EX. STAIR
PENTHOUSE
h
/ EX. CABLE ROUTE ACROSS PENTHOUSE ROOF.
COAX IS ELEVATED ON 4x4 PVC BLOCKS
EPDXIED TO ROOF PROTECTION PADS
EX. TRIPOD MOUNT (TYPICAL FOR BOTH MICROWAVE ANTENNAS), IS
20 ANCHORED TO THE ELEVATOR PENTHOUSE ROOF. %"0 THROUGH o
S-4 BOLTS PENETRATE THE CONCRETE ROOF AND ARE SECURED USING
OVERSIZED STEEL WASHERS AND %" NUTS. SEE DETAIL20 SHEET
S-4 FOR EXISTING ROOF INFOMATION
PROPOSED SO MICROWAVE DISH TO REPLACE
THE EXISTING 4'0 DISH ANTENNA. SEE 9'_70"
ANTENNA LIST SHEET S-4
EX. MULTI -STORY N
HOSPITAL
BUILDING J)
PROJECT PLAN �� SCALE:
SNO 911
SNOHOMISH COUNTY
911
1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
425.407.3911
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
THIS DRAWING IS COPYRIGHTED AND IS THE
SOLE PROPERTY OF THE OWNER. IT IS
PRODUCED SOLELY FOR USE BY THE OWNER
AND ITS AFFILIATES. REPRODUCTION OR USE
OF THIS DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT THE
WRITTEN PERMISSION OF THE OWNER.
�W/
North West
Tower Engineering
RELEASE
DATE
25FEB21 PERMIT REVIEW SET
10APR21 BUILDING PERMIT SET
SITE NAME
SWEDISH HOSPITAE ANTENNA REPEACEMENT PROJECT
PASSIVE MICROWAVE INSTALLATION
SITE ADDRESS
21601 76TH AVENUE W
EDMONDS, WA 98026
MAIN HOSPITAL BUILDING
ROOFTOP PENTHOUSE
BLD2021-1032
SHEET ITU
PROJECT PLAN
SHEET NUMBER
S2
PLOT SCALE: 1:1 @ 24"x36"; 1:2 11"x17"
* DATUM ELEVATION IS +30'-6" AT HOSPITAL ENTRANCE LEVEL
WHEN CALCULATED FROM THE STREET LEVEL AT 76TH AVENUE W.
I PARTIAL EAST ELEVATION SCALE: 1" = 10'-0" 120
SNO 911
SNOHOMISH COUNTY
911
1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
425.407.3911
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
THIS DRAWING IS COPYRIGHTED AND IS THE
SOLE PROPERTY OF THE OWNER. IT IS
PRODUCED SOLELY FOR USE BY THE OWNER
AND ITS AFFILIATES. REPRODUCTION OR USE
OF THIS DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT THE
WRITTEN PERMISSION OF THE OWNER.
�W/
North West
Tower Engineering
RELEASE
DATE
25FEB21 PERMIT REVIEW SET
10APR21 BUILDING PERMIT SET
SITE NAME
SWEDISH HOSPITAE ANTENNA REPEACEMENT PROJECT
PASSIVE MICROWAVE INSTALLATION
SITE ADDRESS
21601 76TH AVENUE W
EDMONDS, WA 98026
MAIN HOSPITAL BUILDING
ROOFTOP PENTHOUSE
BLD2021-1032
SHEET TITLE
EAST ELEVATION
SHEET NUMBER
S3
PLOT SCALE: 1:1 @ 24"x36"; 1:2 @ 11"x17"
HIV 1 EIVIYHJ MINE LUl.A I CU
I PARTIAL NORTH ELEVATION SCALE: 1" = 10'-0" 120
SNO 911
SNOHOMISH COUNTY
911
1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
425.407.3911
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
THIS DRAWING IS COPYRIGHTED AND IS THE
SOLE PROPERTY OF THE OWNER. IT IS
PRODUCED SOLELY FOR USE BY THE OWNER
AND ITS AFFILIATES. REPRODUCTION OR USE
OF THIS DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT THE
WRITTEN PERMISSION OF THE OWNER.
�W/
North West
Tower Engineering
RELEASE
DATE
25FEB21 PERMIT REVIEW SET
10APR21 BUILDING PERMIT SET
SITE NAME
SWEDISH HOSPITAE ANTENNA REPEACEMENT PROJECT
PASSIVE MICROWAVE INSTALLATION
SITE ADDRESS
21601 76TH AVENUE W
EDMONDS, WA 98026
MAIN HOSPITAL BUILDING
ROOFTOP PENTHOUSE
BLD2021-1032
SHEET TITLE
PARTIAL NORTH ELEVATION
SHEET NUMBER
S 3.1
PLOT SCALE: 1:1 @ 24"x36"; 1:2 @ 11"x17"
ANTENNA SCHEDULE
PROPOSED ANTENNA INFORMATION
SWEDISH HOSPITAL MICROWAVE ANTENNAS
PROPOSED ANTENNA -
MOUNT
ANTENNA
LEG
ANT#
PURPOSE
MANUFACTURER AND MODEL
HEIGHT
TX LINE
SPECIFICATION
AZIMUTH
NOTES
EXISTING
ROOFTOP
TRIPOD -
* SWEDISH HOSPITAL -
106-0"
VALMONT #
SOUTH CAMPUS
N/A
1
EX. MICROWAVE LINK
RIES: SC3-W 100A
PLUS /MINUS
E105
TRPD-HD-PEN
90,12
EXISTING
ROOFTOP
TRIPOD -
* SWEDISH HOSPITAL -
106'-0"
VALMONT #
MOUNTLAKE TERRACE
N/A
2
EX. MICROWAVE LINK
RIES: SC3-W 100A
(PLUS / MINUS)
E105
TRPD-HD-PEN
110.78
* DENOTES EXISTING ANTENNA / EQUIPMENT LOCATIONS THAT WILL BE REMOVED OR EXCHANGED, COORDINATE WITH SNO 911 PRIOR TO BEGINNING INSTALLATION WORK
STEP 1:
1 LAYER
CONNECTORS ELECTRICAL TAPE
STEP 2:
ELECTRICAL TAPE: 3 LAYERS
WITH 2" TAPE AND 3 LAYERS IN
BUTYL
TAPE
2
f
%" TAPE (ALL TILE WITH
MINIMUM 50°o OVERLAP)
STEP 3:
STEP 4:
NOTE:
1. ALL TAPE NDS SHAL B- CUT ;DO NOT STRETCH). COAT WITH 3M SCOTCHKOT- SPRAY
SEALER
2. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES
WATER AWAY FROM CONNECTION, TYP.
MANUFACTURER:
RADIO FREQUENCY SYSTEMS
MODEL #: SC3—W100A
DIAMETER: 39.3"
DEPTH: 15.0"
WEIGHT 40 LEE t
CABLE CONNECTOR WATERPROOFING SCALE: NITS 114 1 MICROWAVE DISH SPECIFICATION SCALE: 1/2" = T-o" 1 18 1
ACAUTON
t®�
Beyond this point:
Radio frequency fields at this site
may exceed FCC rules for human
exposure.
For your safety, obey all posted signs
and site guidelines for working in
radio frequency environments.
RADIO FREQUENCY SIGN SCALE: NTs 19
EXISTING 3"
CONCRETE ROOF EX. MICROWAVE PIPE
IV/ #4 ® 12' O.C. MOUNT (4.0)
EACH WAY
—EX. FLASHING
EX. CONCRETE STRUCTURE
W/ TORCH —DOWN ROOFING
EX. ROOF
UNDER —STRUCTURE RIBS
® 3'-0" O.C. W/ (1) #7
CONT. WITH #3 STIRRUPS
3 @ 6 BAL. ® 12" EA.
END.
EXISTING TRIPOD INSTALLATION
EX. VALMONT / SITE
PRO TRIPOD MOUNT
MODEL S-8
EX. TRIPOD BASE
PLATE
EX. NON —SHRINK GROUT
(3000 PSI) TRIPOU
SUPPORT BLOCK
EX. %"0 GALVANIZED
THROUGH BOLT
EX. 3" SQUARE
BACKING PLATE
EX. %"0 NUT
SCALE: NTS
SNO 911
SNOHOMISH COUNTY
911
1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
425.407.3911
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
THIS DRAWING IS COPYRIGHTED AND IS THE
SOLE PROPERTY OF THE OWNER. IT IS
PRODUCED SOLELY FOR USE BY THE OWNER
AND ITS AFFILIATES. REPRODUCTION OR USE
OF THIS DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT THE
WRITTEN PERMISSION OF THE OWNER.
AW
North West
Tower Engineering
25FEB21 PERMIT REVIEW SET
10APR21 BUILDING PERMIT SET
SITE NAME
SCISH HOSPITAL ANTENNA REPLACEMENT PROJECT
PASSIVE MICROWAVE INSTALLATION
91E ADDRESS
21601 76TH AVENUE W
EDMONDS, WA 98026
MAIN HOSPITAL BUILDING
ROOFTOP PENTHOUSE
BLD2021-1032
SHEET TITLE
ANTENNA DETAILS ZZ
EX. TRIPOD INSTALLATION DETAIL
SHEET NUMBER
S-4
PLOT SCALE: 1:1 ® 24"x36"; 1:2 ® 11"x17"
STEP 1: STEP 2:
SLOT FOR
GROUNDING CLAMP ADJUSTABLE
�r BAND CLAMP
Y4"-20 HARDWARE
GROUNDING STRAP ASSEMBLY #6 GROUND LEAD
REMOVE CABLE
INSULATION
GROUND ANTENNA COAX WITH
COAXIAL GROUNDING KIT PER
STEP 3: STEP 4: MANUFACTURER'S INSTRUCTIONS, TYP
GROUND LEAD FROM ANTENNA
ELECTRICAL GROUND BAR TO BUILDING GROUND
TAPE OVER
MASTIC TAPE
PUTTY TAPE
GROUND EXISTING TRIPOD MOUNT TO
ROOFTOP GROUND BAR. /
GROUNDING KIT PER /
MANUFACTURER'S INSTRUCTIONS, TYP
1\ V\
n
COAXIAL CABLE GROUNDING SCALE: NTS 1 c z
/ o
/
/
EX. MICROWAVE COAX ON 4X4 PVC ,�`\, GROUND ALL COAX AGAIN TO
BLOCKS. / ROOFTOP GROUND BAR BEFORE
DROPPING OVER THE BUILDING EDGE
/ TO PASSIVE EQUIPMENT. ALL 90'
/ COAX TURNS ARE REQUIRED TO BE
/ GROUNDED
/
/ ROOFTOP GROUND BAR
/ 17
/ G-2
GROUND ANTENNA COAX WITH /
COAXIAL GROUNDING KIT PER /
MANUFACTURER'S INSTRUCTIONS, TYP /
o
/
/
/
/
/
/
i
0
GROUND EXISTING TRIPOD MOUNT TO
ROOFTOP GROUND BAR. GROUNDING
KIT PER MANUFACTURER'S 17 N
INSTRUCTIONS, TYP G_2
0 ROOFTOP GROUND
BAR
0
BOLT GRIND 2 BOLT PARALLEL UNIVERSAL PIPE
ROD CLAMP SPLICE CLAMPS 75/1.25 MASTER GROUND BAR (MGB) COPPER GROUND WIRE
Y4"x4"x24" COPPER
Tr GROUND BAR (GB) Y4"%A"x12" CADWELD
OR Ya"x4"x20" COPPER
• Y4" X 10' COPPER CLAD STEEL GROUND ROD MECHANICAL CONNECTION
2 HOLE LUG CAST "T" SPLICE CROSS RUN CLAMP XIT GROUND ROD (LYNCOLE) O TEST WELL
UNIVERSAL
PIPE CLAMPS
5OH2
+ NOTES: GROUNDING SYMBOLS
1. DIAGRAM REPRESENTS IDEAL CONDITIONS. ADDITIONS OR UPGRADES MAY BE REQUIRED;
"U" BOLT 1 BOLT PARALLEL 1 BOLT PARALLEL VERIFY WITH CONSTRUCTION MANAGER.
PIPE CLAMP CLAMP CLAMP
MECHANICAL CONNECTIONS s1ALE: NTs F4 GROUNDING PLAN o 4' e' ie SCALE:
SNO 911
SNOHOMISH COUNTY
911
1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
425.407.3911
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
t S'�
y-r3 a+
THIS DRAWING IS COPYRIGHTED AND IS THE
SOLE PROPERTY OF THE OWNER. IT IS
PRODUCED SOLELY FOR USE BY THE OWNER
AND ITS AFFILIATES. REPRODUCTION OR USE
OF THIS DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT THE
WRITTEN PERMISSION OF THE OWNER.
North est
Tower Engineering
RELEASE
DATE
25FEB21 PERMIT REVIEW SET
10APR21 BUILDING PERMIT SET
SITE NAME
SWEDISH HOSPITAE ANTENNA REPEACEMENT PROJECT
PASSIVE MICROWAVE INSTALLATION
SITE ADDRESS
21601 76TH AVENUE W
EDMONDS, WA 98026
MAIN HOSPITAL BUILDING
ROOFTOP PENTHOUSE
BLD2021-1032
SHEET TITLE
GROUNDING PLAN
GROUNDING DETAILS
SHEET NUMBER
PLOT SCALE: 1:1 @ 24"x3C, 1:2 @ 11"x17"
SOLID COPPER GROUND BAR WITH o oa
INSULATORS AND TWO 25'-0",�
#2 AWG TIN COATED CONDUCTORS oo°pppo
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NOTES:
1. ALL HARDWARE STAINLESS STEEL INCLUDING BELLVILLES; COAT ALL SURFACES WITH
KOPR—SHIELD BEFORE MATING.
2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER BETWEEN LUG AND
STEEL, COAT ALL SURFACES WITH KOPR—SHIELD.
3. ALL LUGS TO BE DOUBLE —LUGGED.
4. BUS BARS: MANUFACTURED BY HARGER OR EQUAL.
GROUND BAR SCALE: NTs 17
1) ALL DETAILS SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS
2) 2/0 STRANDED COPPER CONDUCTOR FOR MAIN GROUND RINGS, #2 BARE TINNED COPPER FOR ALL OUTDOOR GROUNDING CONNECTIONS TO PROPOSED EQUIPMENT AND SITE
APPURTENANCES, #2 THWN INSULATED GREEN COPPER CONDUCTOR FOR ALL INTERIOR GROUNDING CONNECTIONS TO EQUIPMENT AND APPURTENANCES
3) GROUND TEST: CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE CONSTRUCTION
MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED 10 OHMS.
4) GROUND RING SHALL BE LOCATED A MINIMUM OF 30" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE WHICHEVER DISTANCE IS GREATER
5) EXTERIOR GROUNDING: PROVIDE GROUND CONDUCTORS TO EXISTING GROUND RINGS AS INDICATED ON GROUNDING PLANS. UTILITY GROUND RODS SHALL BE 5/8" x 8'-0" COPPER
CLAD STEEL RODS AT SPACING SHOWN ON PLANS. PROVIDE TEST WELLS AS INDICATED.
6) CONNECTIONS: ALL ABOVE —GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE —LUG COMPRESSION TYPE. ALL BELOW —GRADE AND EXPOSED EXTERIOR GROUNDING
CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE EXCEPT AS OTHERWISE INDICATED. CONNECT HVAC UNIT AND DOOR FRAME TO
GROUND HALO USING STAINLESS STEEL SELF —TAPPING SCREWS WITH DOUBLE —LUG COMPRESSION CONNECTORS. VERIFY CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID
POSSIBLE GALVANIC CORROSION.
7) ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI —CORROSIVE AGENT SUCH AS "NO—OXY", "NOALOX" OR "PENETROX". VERIFY PRODUCT WITH CONSTRUCTION
MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON GROUND CONNECTIONS SHALL BE STAINLESS STEEL
8) CONTRACTOR TO FOLLOW EQUIPMENT MANUFACTURERS' RECOMMENDATIONS AND PRACTICES WHEN GROUNDING EACH PIECE OF EQUIPMENT, CONTRACTOR COMPLY WITH ALL
STANDARDS REQUIRED FOR GROUNDING STANDARDS OF TYPE B LIGHT INDUSTRIAL. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING.
9) ALL EXPOSED GROUNDING CONDUCTORS EXCEPT INTERNAL GROUND HALO SHALL BE ROUTED IN FLEXIBLE CONDUIT, GROUND CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY
METALLIC CONDUIT OR EQUIPMENT.
10) ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY LICENSED ELECNII / L CONTRACTOR.
GROUNDING NOTES SCALE: NONE 18
PART #
BAR SIZE
SNO 911
SNOHOMISH COUNTY
911
1121 SE EVERETT MALL WAY
SUITE 200
EVERETT, WA 98208
425.407.3911
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
THIS DRAWING IS COPYRIGHTED AND IS THE
SOLE PROPERTY OF THE OWNER. IT IS
PRODUCED SOLELY FOR USE BY THE OWNER
AND ITS AFFILIATES. REPRODUCTION OR USE
OF THIS DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT THE
WRITTEN PERMISSION OF THE OWNER.
�W/
North West
Tower Engineering
RELEASE
DATE
25FEB21 PERMIT REVIEW SET
10APR21 BUILDING PERMIT SET
SITE NAME
SWfDISH HOSPITAE ANTENNA REPERCEMENi PROJECT
PASSIVE MICROWAVE INSTALLATION
SITE ADDRESS
21601 76TH AVENUE W
EDMONDS, WA 98026
MAIN HOSPITAL BUILDING
ROOFTOP PENTHOUSE
BLD2021-1032
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
PLOT SCALE: 1:1 @ 24"x36"; 1:2 @ 11"x17"