2021.0074.BP0005 Structural_Drawings_Water_Tank_TCOMM911_Yelm_Water_Tank_LDC_202102091.GENERAL
1.1.ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL
BUILDING CODE. REFERENCE TO OTHER STANDARDS OR CODES
SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED &
PUBLISHED.
1.2.DRAWINGS SHOW TYPICAL & CERTAIN SPECIFIC CONDITIONS ONLY.
FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR
TO THOSE SHOWN.
1.3.EXISTING STRUCTURES & UNDERGROUND UTILITIES/STRUCTURES
ARE ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING
CONDITIONS, DIMENSIONS & ELEVATIONS BEFORE STARTING WORK.
NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY INTERFERENCE
AND/OR DISCREPANCIES THAT MIGHT EXIST.
1.4.THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING,
SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
1.5.COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & CIVIL.
NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION.
1.6.COORDINATE & VERIFY FLOOR, ROOF AND WALL OPENING SIZES &
LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING &
ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT SHOWN ON
THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL & MECHANICAL
DRAWINGS.
1.7.FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
1.8.REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE
STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF
THE RESPONSIBILITY TO REVIEW & CHECK SHOP DRAWINGS BEFORE
SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR
REMAINS SOLELY RESPONSIBLE FOR ERRORS & OMISSIONS
ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY
PERTAIN TO MEMBER SIZES, DETAILS, & DIMENSIONS SPECIFIED IN
THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE
FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES OF CONSTRUCTION.
1.9.STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED AS
SHOP DRAWINGS. CONTRACTOR & THEIR SUBCONTRACTORS SHALL
PREPARE ORIGINAL SHOP DRAWINGS.
1.10.CONTRACTOR SHALL REVIEW & STAMP ALL SHOP DRAWINGS BEFORE
SUBMITTAL FOR REVIEW. PROPOSED FABRICATION CHANGES FROM
DESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS. ANY
DISCREPANCIES BETWEEN ARCHITECTURAL & STRUCTURAL
DRAWINGS SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS.
1.11.COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL
APPLICABLE SPECIALTY ITEMS INCLUDING CURTAIN WALL GLAZING
SYSTEMS, LIGHT GAUGE STEEL FRAMING, ORNAMENTAL GUARDRAILS,
SKYLIGHTS, METAL GRATING & STAIRS SHALL BE SEALED & SIGNED BY
A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
WASHINGTON & SHALL BE AVAILABLE AT THE JOB SITE DURING THE
TIMES OF INSPECTION.
1.12.RISK CATEGORY = II
1.13.DESIGN GRAVITY LOADS:
DEAD LOADS:
EQUIPMENT______________________________SEE PLAN
LIVE LOADS N/A
SNOW LOAD:
DESIGN SNOW LOAD, Ps 25 PSF
1.14.WIND LOADS:
ULTIMATE WIND SPEED (3 SEC. GUST), V ult 97 MPH
NOMINAL DESIGN WIND SPEED, V asd 75 MPH
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT, GC pi ±0.18
1.15.SEISMIC LOADS:
SEISMIC IMPORTANCE FACTOR, I e 1.00
MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:
(SHORT SECOND) S s 1.290
(1-SECOND PERIOD) S1 0.465
SITE CLASS D
DESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENTS:
(SHORT SECOND) SDS 0.860
(1-SECOND PERIOD) SD1 0.596
SEISMIC DESIGN CATEGORY D
1.16.FULL-BUILDING LATERAL ANALYSIS HAS NOT BEEN PERFORMED ON
THIS STRUCTURE AS THE ADDITIONS SHOWN IN THIS SUBMITTAL
PACKAGE DO NOT INCREASE THE GOVERNING LATERAL FORCES BY
MORE THAN 10% AS ALLOWED BY EXCEPTION #2 PROVIDED IN THE
2018 INTERNATIONAL BUILDING CODE, SECTION 1103.3.
1.17.ANALYSIS PER EQUIVALENT FORCE METHOD
2.STRUCTURAL STEEL
2.1.STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED & ERECTED
ACCORDING TO AISC "MANUAL OF STEEL CONSTRUCTION,"
FOURTEENTH EDITION , & AISC 360-10 "SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS."
2.2.SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE
LATEST EDITION OF AISC MANUAL "DETAILING FOR STEEL
CONSTRUCTION." DO NOT BEGIN FABRICATION UNTIL SHOP
DRAWINGS ARE COMPLETED & REVIEWED BY STRUCTURAL ENGINEER
& ARCHITECT.
2.3.UNLESS NOTED OTHERWISE ON DRAWINGS, ALL STRUCTURAL STEEL
SHAPES, PLATES, & BARS SHALL CONFORM TO ASTM A36 (FY = 36KSI).
2.4.STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B (FY = 35KSI).
2.5.ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH HIGH
STRENGTH THREADED FASTENER ASSEMBLIES (H.S. BOLTS) THAT
CONFORM TO ASTM A325 OR A490.
2.6.CONNECTIONS MADE WITH H.S. BOLTS SHALL COMPLY WITH RCSC
"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR
A490 BOLTS." IN BEARING TYPE CONNECTIONS, TIGHTEN BOLTS TO
DEVELOP AT LEAST A SNUG-TIGHT CONDITION. ALL OTHER
CONNECTIONS SHALL BE TIGHTENED TO DEVELOP MINIMUM BOLT
TENSIONS REQUIRED FOR SLIP CRITICAL OR DIRECT TENSION
CONNECTIONS.
2.7.PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE ARCHITECT'S
SPECIFICATIONS. DO NOT PAINT CONNECTIONS DESIGNED AS
FRICTION TYPE OR TO BE WELDED.
2.8.ALL STEEL THAT IS TO BE PERMANENTLY EXPOSED TO WEATHER
SHALL BE HOT-DIP GALVANIZED.
2.9.GALVANIZED COATING SHALL CONFORM TO ASTM 525, G60.
2.34.REPAIR ANY GALVANIZED AREAS THAT ARE DAMAGED BY HEAT AND
STICK METHOD IN ACCORDANCE WITH ASTM-A780, A1. REPAIR USING
ZINC-BASED ALLOYS (HEAT-STICK METHOD). PAINT CONTAINING ZINC
DUST SHALL NOT BE USED FOR REPAIRS.
2.35.THE STRUCTURE IS DESIGNED TO BE STABLE IN ITS COMPLETED
FORM. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURE'S
STABILITY DURING CONSTRUCTION. PROVIDE NECESSARY BRACING &
SHORING AS REQUIRED.
2.36.SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL MISCELLANEOUS
STEEL NOT SHOWN ON STRUCTURAL DRAWINGS.
2.37.MINIMIZE FIELD WELDING.
2.38.FIELD PAINTING & TOUCH-UP SHALL BE PERFORMED ON ALL FIELD
JOINTS OF STEEL THAT HAVE HAD A SHOP COAT OF PAINT.
2.39.DO NOT WELD THROUGH GALVANIZING OR PAINT.
2.40.SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC
MANUAL "DETAILING FOR STEEL CONSTRUCTION." DO NOT BEGIN
FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED & REVIEWED.
2.41.STRUCTURAL STEEL SHOP DRAWINGS & ERECTION DRAWINGS SHALL
BE ORIGINAL & SHALL BE SUBMITTED FOR APPROVAL PRIOR TO
FABRICATION. REPRODUCIBLE PRINTS MADE FROM CONTRACT
DRAWINGS ARE NOT PERMITTED.
3.MAGNET MOUNTS
3.1.ALL MAGNETS SHALL BE MAGLOGIX MAGNAHOIST, UNLESS NOTED
OTHERWISE. SEE DETAILS FOR EXACT MODEL NUMBER.
3.2.MANUFACTURER SHALL PREPARE THE MAGNAHOIST MAGNET FOR
PERMANENT INSTALLATION IN AN EXPOSED ENVIRONMENT BY OVER
PACKING ALL VOIDS WITH GREASE AND FILLING ALL POSSIBLE
INTRUSION AREAS WITH A SILICON BASED BARRIER.
3.3.TANK SURFACE SHALL BE SMOOTH AND NO MORE THAN 0.04" OF
PAINT OR PRIMER AT THE INSTALLATION LOCATIONS. CONTRACTOR
SHALL PROVIDE REPORTS OF DRY FILM THICKNESS PRIOR TO
MAGNET INSTALLATION. CHANGES TO THE PAINT (REMOVAL, ETC.)
REQUIRES PRIOR APPROVAL BY PROPERTY OWNER.
3.4.TANK STEEL WALL THICKNESS SHALL BE A MINIMUM OF 3/8".
3.5.TANK ROOF THICKNESS SHALL BE A MINIMUM OF 3/16".
3.6.ALL MAGNETS SHALL BE INSTALLED ON A FLAT SURFACE UNLESS
MODIFIED WITH V-BASE PER MANUFACTURER RECOMMENDATION FOR
CURVED SURFACE.
3.7.TANK FINISHES SHALL INCLUDE:
3.7.a.TNEMEC PRIMER SERIES
3.7.a.a.MATCH SERIES NUMBER TO PUBLIC WORKS WATER
DISTRICT TNEMEC PRIMER MODEL NUMBERS.
3.7.a.b.MATCH NUMBER OF COATS TO PUBLIC WORKS WATER
DISTRICT COAT APPLICATION SPECS.
3.7.b.TNEMEC EPOXY SERIES
3.7.b.a.MATCH SERIES NUMBER TO PUBLIC WORKS WATER
DISTRICT TNEMEC EPOXY MODEL NUMBERS.
3.7.b.b.MATCH NUMBER OF COATS TO PUBLIC WORKS WATER
DISTRICT COAT APPLICATION SPECS.
3.8.THE CARRIER SHALL PROVIDE MAINTENANCE AND A VISUAL
INSPECTION ON AN ANNUAL BASIS OR WHEN ANTENNA EQUIPMENT IS
CHANGED, WHICHEVER COMES FIRST. CONSULT THE MAGNET
MANUFACTURER ON WHEN TO REPLACE THE MAGNETS.
4.SPECIAL INSPECTIONS
4.1.STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE
REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.
4.1.a.THE INSPECTOR SHALL BE HIRED AND PAID FOR BY THE
CARRIER.
4.1.b.THE INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCE
WITH THE APPROVED STRUCTURAL PLANS AND SHALL SUBMIT
PROGRESS REPORTS AND INSPECTION REPORTS TO THE
BUILDING OFFICIAL AND TO THE STRUCTURAL ENGINEER OF
RECORD.
4.2.SATISFY MINIMUM INSPECTION AND QUALITY CONTROL
REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.
4.3.SPECIAL INSPECTION PERFORMED BY MANUFACTURER OR A THIRD
PARTY TESTING AGENCY IS REQUIRED FOR THE INSTALLATION OF
MAGNETS. TESTS SHALL SHOW THAT THE MAGNETS INSTALLED ON
THE EXISTING STEEL THICKNESS MEET OR EXCEED THE REPORTED
PULL STRENGTH.
4.4.SEE THIS SHEET FOR SCHEDULE OF SPECIAL INSPECTIONS.
PROJECT SCHEDULE OF SPECIAL INSPECTIONS
MATERIAL/ACTIVITY SERVICE
APPLICABLE TO THIS PROJECT
Y/N EXTENT AGENT DATE COMPLETED
1705.2 STEEL CONSTRUCTION
1. FABRICATOR AND ERECTOR DOCUMENTS (VERIFY REPORTS AND CERTIFICATES
AS LISTED IN AISC 360, CHAPTER N, PARAGRAPH 3.2 FOR COMPLIANCE WITH
CONSTRUCTION DOCUMENTS)
SUBMITTAL REVIEW Y EACH SUBMITTAL
2. MATERIAL VERIFICATIONS OF STRUCTURAL STEEL SHOP (3) AND FIELD
INSPECTIONS Y PERIODIC
6. STRUCTURAL STEEL BOLTING:
A. INSPECTION TASKS PRIOR TO BOLTING (OBSERVE OR PERFORM TASKS FOR
EACH BOLTED CONNECTION IN ACCORDANCE WITH QA TASKS LISTED IN AISC
360, TABLE N5.6-1
Y OBSERVE OR PERFORM AS
NOTED (4)
B. INSPECTION TASKS DURING BOLTING (OBSERVE THE QA TASKS LISTED IN
AISC 360, TABLE N5.6-2 Y
1) PRETENSIONED AND SLIP-CRITICAL JOINTS Y OBSERVE (4)
A) TURN-OF-NUT WITH MATCHING MARKINGS Y PERIODIC
B) DIRECT TENSION INDICATOR Y PERIODIC
C) TWIST-OFF TYPE TENSION CONTROL BOLT Y PERIODIC
D) TURN-OF-NUT WITHOUT MATCHING MARKINGS Y CONTINUOUS
E) CALIBRATED WRENCH Y CONTINUOUS
2) SNUG-TIGHT JOINTS Y PERIODIC
C. INSPECTION TASKS AFTER BOLTING (PERFORM TASKS FOR EACH BOLTED
CONNECTION IN ACCORDANCE WITH QA TASKS LISTED IN AISC 360, TABLE
N5.6-3
Y PERFORM (4)
STRUCTURAL
GENERAL NOTES
S-1.0
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SUBMITTALS
DATE:
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APPROVAL STAMP
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20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
S u r ve yin g
Eng ineer ing
Pla nn in g
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-1-
1
POLICE ·FIRE ·MEDICAL
9 · 1 · 1
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
2-09-21
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REFERENCE PLAN NOTES:
1.DO NOT SCALE FROM PLANS. PLANS ARE FOR
REFERENCE ONLY.
2.SEE ARCHITECTURAL DRAWINGS FOR EXACT
PLACEMENT OF RACKS AND BATTERIES
WITHIN EQUIPMENT SHELTER.
332
332
1
S-3.0
1
S-3.0 5
S-3.0
OMNI, SEE ARCH. ATTACH
TO HANDRAIL POST PER
MANUFACTURER
OMNI, SEE ARCH. ATTACH
TO HANDRAIL POST PER
MANUFACTURER
MW ANTENNA, SEE ARCH
(E)WATER TANK
STRUCTURAL
PLAN
S-2.01STRUCTURAL REFERNCE PLAN
22"x34" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"
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SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
S u r vey ing
En gineer in g
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-1-
1
POLICE ·FIRE ·MEDICAL
9 · 1 · 1
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
2-09-21
EJV
GJS
2'-0"
\A1;2'-0"
1'-0"
\A1;1'-0"
1'-0"
(E)3/8" STEEL
TANK WALL
SEE ARCHITECTURAL SHEETS FOR ANTENNA &
ANCILLARY EQUIPMENT INFORMATION. ATTACH TO
PIPE PER MANUFACTURER'S RECOMMENDATIONS
MAGNET,
TYP.
MOUNT
BRACKET, TYP
1
S-3.0
(E)1/4" STEEL TANK WALL
MOUNT PIPE 2 STD.
(OD= 2.38")1'-0"CONTRACTOR NOTE:
1.ANTENNA OR ANCILLARY EQUIPMENT PER
ARCHITECTURAL. ATTACH TO MOUNT
PIPE PER MANUFACTURER'S
RECOMMENDATIONS.
MOUNT BRACKET, TYP.
MAGNET, TYP.
C/ MW ANTENNA
1'-0"2
S-3.0 TYP.
4' MW DISH, SEE ARCH
(MAX WEIGHT 85#)
138.0' AGL 4'-0"4'-0"\A1;1'-6 7/8"3'-11 1/2"\A1;3'-11 1/2"8'-0"\A1;8'-0"1'-1 5/8"VHF ANTENNA, SEE ARCH (MAX
WEIGHT 32#). ATTACH TO SUPPORT
PIPE PER MANUFACTURER'S
RECOMMENDATIONS.PIPE 3 1/2 STD
(O.D. = 4.00")
L3-1/2x3-1/2x1/4
KNIFE
PLATE w/(2)
5/8"Ø BOLTS
3'-0"4
S-3.1
6
S-3.1
(E)HANDRAIL
6"(E)TANK SHELL
5
S-3.1
(E)HAND RAIL
HORIZONTAL
VHF ANTENNA,
SEE ARCH
MAST PIPE
4'-0"
\A1;4'-0"4'-0"\A1;4'-0"4'-0"3
S-3.0
KICKER
ANGLE, SEE
ELEVATION
4MW ANTENNA ATTACHMENT
22"x34" SCALE: 2" = 1'-0"11"x17" SCALE: 1" = 1'-0"
1MW ANTENNA ATTACHMENT
22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"
NOT USED 23SECTION @ NEW KICKER
22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0"
STRUCTURAL
DETAILS
S-3.0
5KICKER ENLARGED PLAN
22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"
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SHEET NUMBER
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DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
S u r vey ing
En gineer in g
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-1-
1
POLICE ·FIRE ·MEDICAL
9 · 1 · 1
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
2-09-21
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GJS
MOUNT PIPE
PL1/4"x3"x0'-6" w/(2)5/8"Ø
BOLTS, ORIENT LONG SIDE
IN LINE WITH MOUNT PIPE.
(E)2x2x1/4 ANGLE
HANDRAIL POST
3/16
MOUNT PIPE
1/2"Ø ANVIL
U-BOLTS, TYP.
1/2"
L3x3x1/4 w/(1)5/8"Ø
BOLT EACH END
L3x3x1/4, 6" LONG
w/(1)M20 BOLT
MAGLOGIX MAGNAHOIST
MXL-2200 LIFTING MAGNET
1 3/4"\A1;1 3/4"5 3/4"\A1;5 3/4"1 3/4"
\A1;1 3/4"1 1/8"\A1;1 1/8"1 1/8"\A1;1 1/8"1 7/8"\A1;1 7/8"1"\A1;1"1 7/8"MAGNET, TYP.
WELDED PLATE
CONFIGURATION, SEE
ELEVATION
1/2"
\A1;1/2"5 3/4"
2
S-3.1 PL1/2"x5"SQ
(1)5/8"Ø BOLT
MAGLOGIX MAGNAHOIST
MXL-2200 LIFTING MAGNET
(E)TANK
KICKER
PL1/2"x7"x1'-3" w/(4)M20
BOLTS, (1)TO EACH
MAGNER
3/16
KICKER, SEE
ELEVATION
PL1/4"x4"x0'-6"
(1)5/8"Ø BOLT
MW MAST PIPE
3/16
4MAST PIPE ATTACHMENT
22"x34" SCALE: 6" = 1'-0"11"x17" SCALE: 3" = 1'-0"
1MAGNET ATTACHMENT
22"x34" SCALE: 6" = 1'-0"11"x17" SCALE: 3" = 1'-0"2MAGNET LAYOUT @ KICKER
22"x34" SCALE: 6" = 1'-0"11"x17" SCALE: 3" = 1'-0"
6MAGNET ATTACHMENT @ KICKER
22"x34" SCALE: 3" = 1'-0"11"x17" SCALE: 1 1/2" = 1'-0"
STRUCTURAL
DETAILS
S-3.1
5KICKER ATTACHMENT
22"x34" SCALE: 6" = 1'-0"11"x17" SCALE: 3" = 1'-0"
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SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
S u r vey ing
En gineer in g
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-1-
1
POLICE ·FIRE ·MEDICAL
9 · 1 · 1
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
2-09-21
EJV
GJS