APPROVED BLD PLN BLD2023-0386+PLANS+3.30.2023_11.03.18_AM+34533237 6
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SCOPE OF WORK:
REMOVE OUTDATED 20 TON SPLIT SYSTEM HVAC. 20 TON UNIT IN BASEMENT
WILL NEED TO BE BROKEN DOWN AND REMOVED TO GET OUT. AND 940LB
CONDENSER ON ROOF WILL BE REPLACED WITH (2) NEW CONDENSERS. NEW
CONDENSERS WILL BE MOVED BACK FROM THE EDGE OF THE ROOF AND A
SUPPORT STRUCTURE COMPLETE WITH BEAUTY /SOUND /SAFETY FENCE PUT
IN PLACE TO PREVENT SERVICING TECHS FROM REACHING EDGE OF ROOF.
SUPPORT STRUCTURE WILL ALSO DISPERSE THE WEIGHT OF CONDENSERS AND
STRUCTURE OVER A LARGER AREA OF THE ROOF.
NEW UNITS WILL BE (2) 10 TON AIR HANDLERS TETHERED BY EMS AND SET
UP TO RAMP UP VFD DRIVEN MOTORS SIMULTANEOUSLY. THE DUCTWORK
WILL HAVE NEWLY INSTALLED DAMPERS ON SUPPLY BRANCHES AS WELL AS
FRESH AIR INTAKE AND RETURN AIR DUCTS. SYSTEM HAS AN NEWER 100,000
BTU DUCT FURNACE THAT WILL BE USED FOR MAKE UP HEATING WHEN
REQUIRED. THE NEW CONDENSERS ON THE ROOF ARE 375LBS AND WILL BE
TIED TO THE SUPPORT STRUCTURE FOREMENTIONED AND ALL WILL BE TI-' -�
STRUCTURE. ALL WORK TO BE DONE IN ACCORDANCE WITH EPA, WSE�
MANUFACTURE SPECS.
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APPROVED BY PLANNING
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Apr 18 2023
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ALL WORK SUBJECT
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INSPECTION FOR
CODE COMPLIANCE
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ON JOB SITE
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Edmonds Hobby Shap�
ROOF TOP RCU BEING
REPLACED AND MOVED
BACK TOWRDS CENTER OF
ROO F
City Of Edmonds
Building Department
Work RTU
Address 140 4TH AVE S
Owner ' - US BANK
Approved Date 041'f 11�023
Building Official Er%Ci
Permit Number BLD2023-0386
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RECEIVED
Apr 05 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SITE OVERVIEW (MONO)
PRCONFIDEN1rIpL D
UNLESS OTHERWISE SPECIFIED:
NAME
DATE
SITE:
US BANK 8302, 140 4TH AVE S
DIMENSIONS ARE IN INCHES
TOLERANCES:
DRAWN
BAP
22 OCT 2022
CHECKED
THE INFORMATION
CONTAINED IN THIS
DRAWING IS THE SOLE
PROPERTY OF
COOLSYS COMMERCIAL AND
INDUSTRIAL SOLUTIONS. ANY
REPRODUCTION IN PART OR
AS A WHOLE
WITHOUT THE WRITTEN
PERMISSION OF
COOLSYS COMMERCIAL AND
INDUSTRIAL SOLUTIONS IS
PROHIBITED.
FRACTIONAL± 1/16"
ANGULAR:± 1 DEG
ONE PLACE DECIMAL ± b"
TWO PLACE DECIMAL ± 1"
�*� • • � COOLSYS COMMERCIAL AND INDUSTRIAL
� Brian Pritchard (253)329-0512
• b rltchard@COOTS S com
�'�"jOICJI l � 1524 45th ST E, STE 103
L+vv �J Sumner, WA 98390
• WWW.COOLSYS.COM
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ENG APPR.
PARCEL: 27032300404900
LEGAL:
SEC 23 TWP 27 RGE 03 RT-68) BEG NW
COR 4TH & DAYTON STS TH W 73FT TO
TPB TH W 63FTTH N 120FTTHE 42FTTH S
18FT THE 21 FT TH S 102FT TO N LN
DAYTON ST TPB TGW BEG NW COR 4TH
8 DAYTON STS TH N 120FTTH W 94FT TH
S 18FT THE 21 FT TH S 102FT TO N LN
DAYTON ST TH E 73FT TO POB
INTERPRET GEOMETRIC
TOLERANCING PER:
CITY
EDMONDS
SIZE
B
DWG. NO.
US BA N K 8302 D W GS
REV
A
COUNTY SNOHOMISH
DO NOT SCALE DRAWING
SCALE: 1:20
SHEET 1 OF 6
2
1
SCOPE OF WORK BY PHILLIPS STRUCTURAL ENGINEERING, PLLC (PSE):
00 PSE HAS REVIEWED THE EXISTING CONDITIONS WHERE AN EXISTING HVAC UNIT IS
BEING REMOVED AND REPLACED WITH (2) LIGHTER UNITS. ENGINEERING
CALCULATIONS HAVE BEEN PERFORMED FOR GRAVITYAND LATERAL LOADS FROM THE
PROPOSED HVAC UNITS PER THE 2018 INTERNATIONAL BUILDING CODE (IBC).
w ALL FRAMING SHALL BE PER COMMON AND LOCAL STANDARDS.
w WHILE MINOR PENETRATIONS OF THE ROOF WILL OCCUR, ALL WATERPROOFING SHALL
BE THE RESPONSIBILITY OF OTHERS.
00 ALL TIMBERLOK, OLYLOG AND LEDGERLOK FASTENERS INDICATED SHALL BE PER OMG,
INC. PER ICC REPORT ESR-1078.
00 PSE HAS NOT PERFORMED AN ALL INCLUSIVE REVIEW/DESIGN OF THE EXISTING
STRUCTURE WHICH REMAINS THE RESPONSIBILITY OF OTHERS.
PLAN VERACITY: Every attempt has been made to insure the accuracy of these
engineered documents, site conditions, product availability, etc. All information
listed above must be verified prior to construction and fabrication. Any changes or
deficiencies on or to the plan must be transmitted to Phillips Structural
Engineering, PLLC for written approval.
LICENSE OF ENGINEERING DOCUMENTS:
1. Grant of License: Phillips Structural Engineering, PLLC grants the Licensee a
nonexclusive Right of Use for the purpose of constructing a single structure (use)
from this engineering package. Future uses of this drawing set are permitted when
accompanied by an originally stamped "Site Specific Re -Use Letter" for each
additional site and payment has been made to Phillips Structural Engineering, PLL
2. Ownership of Engineering Calculations and Drawings: Phillips Structural
Engineering, PLLC shall retain "Title 17 USC Rights and Ownership" of the
Copyright Law of The United States of America of these Engineering Documents
and all subsequent copies of the engineering. The Licensee is not permitted
unlimited reuse of these documents without prior consent.
3. Copy and Transfer Restrictions: Unauthorized copying of the Engineering
documents is strictly forbidden. The Engineering is permitted to be used by
the Licensee only, and may not be transferred to a 3rd party without prior
written consent of Phillips Structural Engineering, PLLC.
GENERAL NOTES:
The Structure has been designed to resist code -required vertical
and lateral forces after the construction of all structural elements
have been completed. Stability of the structural elements prior to
completion is the sole responsibility of the General Contractor.
Builder is to verify all dimensions prior to starting work. All changes
to structure must be reviewed and approved by Phillips Structural
Engineering. All materials, methods, and workmanship shall be in
accordance with the International Building Code (IBC) 2018 Edition.
The Builder is responsible for using safe work practices and
conforming to all safety ordinances.
STANDARDS:
All methods, materials and workmanship shall conform to the 2018
International Building Code (IBC) as amended and adopted by the
local Building Official or applicable jurisdiction.
DESIGN LOADS
ROOF LOAD: SNOW 25 PSF, DEAD 15 PSF
FLOOR LOADS: N/A
WIND SPEED: Vs 3-Sec= 97 MPH , Iw=1.0, EXPOSURE "B"
SEISMIC: Ss = 1.29; SDC = N/A; Rp = 6
SOILS:
Allowable soil bearing pressure of 1500 PSF is assumed per E.O.R.
drawings. It is the contractors responsibility to verify that all footings
bear on firm, undisturbed earth or compacted "Structural Backfill" that
meet or exceed allowable soil bearing pressure.
WOOD FRAMING AND CARPENTRY:
General Requirements: Provide minimum nailing per 2018 IBC table
2304.10.1 or as indicated on the drawings. Do not notch or drill
structural members, except as permitted by the engineer.
Framing Connectors: Only ICC approved connectors shall be used in
framing applications as manufactured by Simpson Strong -Tie or
equivalent. Provide maximum size and quantity of fasteners shown in
the manufacturer's catalog U.N.O.
Fasteners:
Bolts shall be per ASTM A-307 with standard cut washers or malleable iron
washers. Post -installed anchors require engineering confirmation prior to
installation. Contact Phillips Structural Engineering for possible alternatives.
Nails shall be common wire nails or equivalent pneumatically drive nails
(P-nails), American or Canadian manufacturer only as indicated below. P-nails
shall be installed per the manufacturer's quidelines.
COMMON HIRE NAIL
DIAMETER
(INCHES)
MINIMUM LENGTH
(NCHES)
Nµ
APPLICATION
8d COMMON
0.131
VC
SHEATHING
10d COMMON
0.148
2)4"
SHEATHING
N/A
0.131
3"
FRAMING
12d COMMON
0.148
34"
FRAMING
16d COMMON
0.162
3W
FRAMING
Studs:
All studs shall be kiln dried (KD) or surface dried (SD). Each stud shall bear
the stamp of the West Coast Lumber Inspection Bureau (WCLIB) or Western
Wood Products Association (WWPA) showing grade mark or approved equal.
All studs shall 2x minimum material and Hem -Fir meeting the following
minimum strength properties: Fb= 675psi, Fv=150psi, E=1,200,000psi.
Preservative Treatment (P.T.):
All exposed framing including lumber, plywood and deck materials shall be
pressure treated with 0.25#/cf pentachlorophenol per AWPA specification P-5
or other approved treatment. All cutting and boring after pressure treatment
shall be cared for in accordance with AWPA specification M-4. Exposed
framing includes, but is not limited to:
1. Joists, girders and subfloor that is closer than 18" to exposed ground in
crawl spaces.
2. Wood framing (including sheathing) that rest on exterior foundation stem
walls and is 8" or less from exposed earth.
3. Any other wood product in direct contact with concrete or masonry.
Wood Connectors at P.T. Conditions:
Metal connectors which are in contact with pressure treated wood shall be
protected with on of the following: Simpson "ZMAX" G185 Galvanization,
Triple Zinc Coated, hot Dipped Galvanized or other approved method.
BLD2023-0386
RECEIVED
Apr 05 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
3/30/2023
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PRCONFIDEN
UNLESS OTHERWISE SPECIFIED:
NAME
DATE
SITE: US BANK 8302, 140 4TH AVE S
�pL
DIMENSIONS ARE IN INCHES
TOLERANCES:
DRAWN
BAP
22 OCT 2022
CHECKED
THE INFORMATION
FRACTIONAL± 1/16"
ANGULAR:± 1 DEG
�*� • � � COOLSYS COMMERCIAL AND INDUSTRIAL
ENG APPR.
CONTAINED IN THIS
ONE PLACE DECIMAL ± b"
� Brian Pritchard (253)329-0512 A
•
DRAWING IS THE SOLE
TWO PLACE DECIMAL ± 1"
b rltchard@cools S com
1524
PARCEL: 27032300404900
PROPERTY OF
�'�"jOICJI l � 45th ST E, STE 103
L+vv
INTERPRET GEOMETRIC
COOLSYS COMMERCIAL AND
�J Sumner, WA 98390
•
INDUSTRIAL SOLUTIONS. ANY
TOLERANCING PER:
LEGAL:
� WWW.COOLSYS.COM
► �
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REPRODUCTION IN PART OR
SEC 23 TWP 27 RGE 03 RT-68) BEG NW
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COR 4TH 8 DAYTON STS TH W 73FT TO
TPBTH W 63FTTH N 120FTTH E42FTTH S
CITY EDMONDS
SIZE
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PERMISSION OF
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DO NOT SCALE DRAWING
SCALE: 1:20
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SCOPE OF WORK BY PHILLIPS STRUCTURAL ENGINEERING, PLLC (PSE):
00 PSE HAS REVIEWED THE EXISTING CONDITIONS WHERE AN EXISTING HVAC UNIT IS
BEING REMOVED AND REPLACED WITH (2) LIGHTER UNITS. ENGINEERING
CALCULATIONS HAVE BEEN PERFORMED FOR GRAVITY AND LATERAL LOADS FROM THE
PROPOSED HVAC UNITS PER THE 2018 INTERNATIONAL BUILDING CODE (IBC).
00 ALL FRAMING SHALL BE PER COMMON AND LOCAL STANDARDS.
00 WHILE MINOR PENETRATIONS OF THE ROOF WILL OCCUR, ALL WATERPROOFING SHALL
BE THE RESPONSIBILITY OF OTHERS.
00 ALL TIMBERLOK, OLYLOG AND LEDGERLOK FASTENERS INDICATED SHALL BE PER OMG,
INC. PER ICC REPORT ESR-1078.
00 PSE HAS NOT PERFORMED AN ALL INCLUSIVE REVIEW/DESIGN OF THE EXISTING
STRUCTURE WHICH REMAINS THE RESPONSIBILITY OF OTHERS.
DRAWN BY:
TMP
PLAN NAME:
140 4TH AVE. S.
EDMONDS, WA 98020
PHILLIPS STRUCTURAL
ENGINEERING, PLLC
SHEET NO:
S-1
DRAWING DATE:
MAR30,2023
US BANK HVAC
(EDMONDS)
SCALE:
N.T.S. (U.N.O.)
P.O. BOX 108, MILTON, WA 98354
Phone (253) 344-1666
PSE NUMBER:
PSE 23.044
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SCOPE OF WORK BY PHILLIPS STRUCTURAL ENGINEERING, PLLC (PSE):
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BEING REMOVED AND REPLACED WITH (2) LIGHTER UNITS. ENGINEERING
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PROPOSED HVAC UNITS PER THE 2018 INTERNATIONAL BUILDING CODE (IBC).
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DRAWN BY:
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PLAN NAME:
140 4TH AVE. S.
PHILLIPS STRUCTURAL
ENGINEERING, PLLC
SHEET NO:
DRAWING DATE:
MAR30,2023
US BANK HVAC