APPROVED BLD PLN FIR BLD2022-0764+Architectural_Plan+9.21.2022_3.39.41_PM+3122370ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
STRUCTURAL NOTES
CRITERIA
SPECIFICATIONS STRUCTURAL
WITH THE "2015 IBC-SSMA PRODUCT TECHNICAL GUIDE" PUBLISHED BY THE STEEL STUD
FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY.
MANUFACTURERS ASSOCIATION, AND SHALL COMPLY WITH ICC-ES REPORT ESR-3064P.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
RECOMMENDATIONS.
DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION).
DESIGNATION: 350 S 250 43
DEPTH MEMBER FLANGE MATERIAL
ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS
2. DESIGN LOADING CRITERIA:
STYLE WIDTH THICKNESS(MILS)
MEMBERS CONNECTED.
MISCELLANEOUS LOADS:
D. MATERIAL:
PARTITION LOADING: 10 PSF
16. WOOD FASTENERS
MECHANICAL UNITS: WEIGHTS FURNISHED BY MANUFACTURER
METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS
DEFLECTION CRITERIA
FOLLOWS:
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
LIVE LOAD DEFLECTION: L/360
TOTAL LOAD DEFLECTION: L/240
ASTM A653, GRADE 33 FY = 33 KSI 18 AND 20 GAUGE
SIZE LENGTH DIAMETER
ENVIRONMENTAL LOADS:
6d 2" 0.113"
EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
WHERE NOTED, PAINTED STUDS SHALL CONFORM T0: ASTM A570, GRADE E, FY=50 KSI. ALL
8d 2-1/2" 0.131"
LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Fp = 0.262 KIPS
8 AND 10 GAGE MATERIAL SHALL CONFORM T0: ASTM A36, FY=36 KSI
10d 3" 0.148"
SITE CLASS=D, Ss=1.286, Sds=1.03, ap=1.0, z/h=0.93
12d 3-1/4" 0.148"
SDC D (DEFAULT), Ip=1.0, Rp=2.5
E. THE DESIGN OF INTERIOR COLD FORMED STEEL NON -BEARING WALLS, SOFFITS, CEILINGS
16d BOX 3-1/2" 0.135"
SEE PLANS FOR ADDITIONAL LOADING CRITERIA
AND OTHER MISCELLANEOUS FRAMING AND CONNECTIONS TO STRUCTURE SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE REQUIREMENTS OF THE
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL
TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND
PLANSMUST B � pNT/RACT DRAWINGS G ANY COCREPANCIIEOS FOUNDOAMONG TIHOE DRIAW NGS, THEHE PRIME DROAWINGS AND C GCULATIONS SHALLDBENSUBMSTTED 0 THE ENGINEOER OFDRECORD PRIOR TO APPROVAL. ( )
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED BY PLANNING
��-
Oct 17 2022
10-12-2022
PLAN REVIEW
DEFFERED SUBMITTALS:
1. FIRE ALARM
2. SPRINKEL
3. HOOD SUPPRESSION SYSTEM
IF REQUIRED (I SEE AN
INDUCTION RANGE IS TO BE
INSTALLED. IF GREASE LADEN
VAPORS ARE PRESENT THEN A
UL300 HOOD SYSTEM IS
REQUIRED.)
DFM BURT
SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE
CONSTRUCTION.
NAILS -PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN
ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE
FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE
GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE
F. ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF
DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE
GENERAL CONTRACTOR'S RISK.
A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS
NAIL FROM THE MEMBER END.
SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE
4. PRIMARY TRUCTURAL ELEMENTS N T DIMEN I NED N THE TRUCTURAL PLANS AND
S 0 SO 0 S
DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES LEDGERS AND ACCESSORIES OF A MINIMUM
B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION
16 GAUGE OR THE THICKNESS OF THE MATERIAL BEING FASTENED, WHICHEVER IS GREATER, FOR
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION
CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS.
CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. WELDS
OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD
DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE
SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION: WIRE TYING OF
CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD
DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS.
COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH
HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS.
PAINT.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
17. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE
G. SCREWS: ALL SCREWS SHALL BE SELF -TAPPING SELF -DRILLING FASTENERS THAT ARE
PLANS:
NTRA T R W RK. THE TR T RAL EN INEER HA N VERALL PERVI RYA TH RITY
CO C O S 0 S UC U G S 0 0 SU SO U O
ZINC COATED AS MANUFACTURED BY HILTI KWIK-FLEX ICC-ES ESR-2196 OR APPROVED E UAL.
( ), Q
OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE
THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (#2 POINT) OR #10-16 (#2 POINT) FOR USE
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR.
IN 20 GAUGE THROUGH 16 GAUGE, AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) FOR
MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER
THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR
HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS
CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD
REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER
SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING -TO -METAL CONNECTION.
CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE
ENTITIES OR PERSONS AT THE PROJECT SITE.
ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER
2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND
MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3
ARCHITECTURAL DRAWINGS.
THREADS THR UGH THE LA T MATERIAL J INED AND HALL HAVE MINIMUM EDGE DI TANCES
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND 0 S 0 S S
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN AND CENTER -TO -CENTER SPACING OF 1-1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL
ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH ACORROSIVE-RESISTANT
DURING CONSTRUCTION . COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS OCCUPANCY LOAD CALCULATIONS
RESISTANCE TO HYDROGEN EMBRITTLEMENT UPON REQUEST
7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT
AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.
H. WELDING OFCOLD-FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE
PER IBC 2018
CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
PERFORMED BY WABO CERTIFIED WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF
WELD.
Project Occupant Load Calculations
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
Per IBC 2018
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS
I. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN.
SHOWN SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND
�,
EXTERIOR WALL STUDS SHALL BE MINIMUM 20 GAUGE 33 MILS SPACED AT 16 O.C. UNLESS
Occupant Classification
APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND
INDICATED OTHERWISE. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS
B (A-2 < 50 = B)
DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS
AND AT EACH SIDE OF ALL OPENINGS. TWO 800S162-54 HEADERS SHALL BE PROVIDED OVER ALL
MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR
OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS
DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL
Load Type Per IBC 2018 - 1004.5 SF
Factor Load
SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE
WIDTH BLOCKING ATMID-HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT.
Cafe, Assembly -Standing (Net) 166
5 33
THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM
Mercantile /Retail 22
60 0
THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT
J. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW
Kitchen /Commercial 587
200 3
ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED
WITH #8 SCREWS AT 24" O.C. OR ATTACHED TO CONCRETE WITH 0.145" DIAMETER DRIVE -PINS @
Total
37
CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND
24" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OFBUILT-UP POSTS SHALL BE
FIELD USE.
WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR
WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE
Exits
RENOVATION
NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON
Area of Construction
790 SF
EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS AND BLOCKING WITH
Occupant Load
37 per occupant talc. above
9. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE
SCREWS AT 12" O.C. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE, BE UN -PUNCHED
Number of Exits Required: 2
Provided: 3 per IBC 2018 - 1005.3.2
COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING
AND HAVE AT LEAST 1-1/4" FLANGES.
Min. Egress Corridor Width: 44"
Provided: 44" per IBC 2018 - 1020.2
CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.
Min. Egress Door Width: 32"
Provided: 36" per IBC 2018 - 1010.1.1
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING
K. BRIDGING AND BRACING IS T BE INSTALLED AT ALL C LD FORMED STEEL BEARING
0 0
STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING
WALLS. BRIDGING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE STRUCTURAL PLANS,
Exit Access Travel Distance - Sprinklered:
250' max per IBC 2018 - 1017.2
FLOOR SYSTEMS TO 40 PSF.
OR THE CONTRACTOR SHALL EMPLOY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF
Exit Access Travel Distance Provided:
68'
WASHINGTON TO DESIGN AN ALTERNATE BRACING SYSTEM. IF AN ALTERNATE BRACING SYSTEM
10. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS
IS USED, THE CONTRACTOR SHALL SUBMIT STAMPED DRAWINGS AND CALCULATIONS TO THE
PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON
ENGINEER OF RECORD, WHICH DEMONSTRATES THAT THE BRACING SYSTEM WAS DESIGNED TO
THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR
PROVIDE PERMANENT WEAK AXIS BRACING OF THE STUDS UNDER CODE PRESCRIBED LOADS.
EQUIPMENT LIST
SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS
DOCUMENTATION SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION.
DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE
WOOD
DRAWINGS.
11. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL
13. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN
BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE
CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018,
STRUCTURAL ENGINEER OR ARCHITECT.
OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. FURNISH TO THE FOLLOWING
MINIMUM STANDARDS:
STEEL
POSTS (4X MEMBERS): DOUGLAS FIR -LARCH N0.2
12. COLD -FORMED STEEL FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE
MINIMUM BASE VALUE, Fc =1350 PSI
SHOWN ON THE PLANS:
STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH N0.2
A. COLD FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON AISI
OR HEM -FIR N0.2
S100-16, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OFCOLD-FORMED STEEL
STRUCTURAL MEMBERS," AND ON THE 2015 NORTH AMERICAN STANDARDS FOR COLD FORMED
14. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II,
STEEL FRAMING, INCLUSIVE.
EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF
EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAYBE USED IN LIEU OF
B. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL
PLYWOOD.
FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING
AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. THE
SHEATHING SHALL BE 1" (NOMINAL) WITH SPAN RATING 48/24.
CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR
SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO
15. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE"
VERIFY THE ADEQUACY OF THE GAUGE MATERIALS.
BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT
DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES
C COLD FORMED STEEL FRAMING MEMBERS INDICATED ON PLAN SHALL BE IN ACCORDANCE
APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES PROVIDE NUMBER AND SIZE OF
NO
QTY
DESCRIPTION
MANUFACTURER
MODEL
1
1
POS
SQUARE STAND
N/A
2
2
DIPPING CABINET
C. NELSON
BD-10
3
2
DIP WELL
NEMCO
77316-10
4
2
UNDERCOUNTER REFRIGERATOR
TRUE
TUC-24-HC
5
1
RETAIL PRODUCT FREEZER
TRUE
GDM-35F-HC�TSL01
6
2
FUDGE WARMER
SERVER
81220
7
1
MILKSHAKE MIXER
HAMILTON BEACH
HMD400
8
4
WAFFLE CONE MAKER
GOLD METAL
5021 E
9
1
HAND SINK
JOHN BOOS
PBHS-W-1410-SSLR-X
10
1
DROP -IN SINK
JOHN BOOS
PB-DISINK101405-SSLR
11
1
REACH -IN REFRIGERATOR
CONTINENTAL
3F
12
1
BATCH FREEZER
EMERY THOMPSON
44BLT
13
1
MICROWAVE
ACP
RMSIOTS
14
1
CONVECTION OVEN
CADCO
OV-013
15
3
INDUCTION RANGE
AVANTCO
IC1800
16
1
3-COMPARTMENT SINK
JOHN BOOS
E3S8-15-14T15-X
17
1
WALK-IN FREEZER
ARCTIC
MM-1
18
1
WASHOUT SINK
PACIFIC STAINLESS
MME-5
19
1
WATER HEATER
BRADFORD WHITE
E32-50S-3
20
1
EMPLOYEE STORAGE
N/A
CUSTOM
I' - ' - ' - ' - - - ' - ' - ' - ' - - - ' - ' - ' - ' - - - ' - ' - ' - ' - - - - - ' -,
Separate plumbing and '
mechanical permits required.
I IIII I I I I I I I I I I IIII
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Date: 10/12/2022 I � O I ❑❑ -; I I li I u I
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City Of Edmonds
Building Department
Work NEW T/I
Address 558 MAIN ST #106
Owner MOLLY MOONS
Approved Date 10/25/2022 '
Building Official Elrlli (ilGLl/`f P.lr
Permit Number BLD2022-0764
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EQUIPMENT KEY PLAN
Scale : 1 /4" = 1 '-0"
T� f'' I I u l
,�' i 17 WALK-IN FREEZER i ii i I
TO SHARED BLDG '� I � i Pi l
I it � II I
RESTROOMS �___I___ I 19 ABOVE � 'll
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PROJECT INFORMATION
SCOPE DESCRIPTION: AN INTERIOR TENANT IMPROVEMENT TO AN EXISTING 800 SF
RETAIL SPACE TO BE USED AS AN ICE CREAM SHOP PER THE
INCLUDED PLANS. THERE WILL NOT BE ANY USE OR STORAGE OF
COMBUSTIBLE MATERIALS.
PARCEL NUMBER:
004342-120-015-00 AND 004342-120-017-00
(TO BE COMBINED PER SEPARATE APPLICATION)
LEGAL DESCRIPTION:
LOTS 15 AND 16, BLOCK 120, CITY OF EDMONDS ADDITION,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF
PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
AND;
LOTS 17, 18, 19 AND 20, BLOCK 120, CITY OF EDMONDS ADDITION,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF
PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
ZONING INFO:
ZONING DESIGNATION: BD-1
LOT AREA: 19,788.75 SF
BUILDING FOOTPRINT: 3,520 SF
A A RI � 0 SF
1
LISTING USE /OCCUPANCY: B
R 0 D -RESTAURANT
CONSTRUCTION TYPE: VB
BUILDING STORIES: 2 STORIES
TENANT STORIES: 1 STORY
CODE AUTHORITY: CITY OF EDMONDS
APPLICABLE CODES:
2018 INTERNATIONAL BUILDING CODE
2018 INTERNATIONAL RESIDENTIAL CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL FUEL GAS CODE
2018 INTERNATIONAL FIRE CODE
2018 INTERNATIONAL EXISTING BUILDING CODE
2018 INTERNATIONAL PROPERTY MAINTENANCE CODE
2018 ICC PERFORMANCE CODE
2018 WASHINGTON STATE ENERGY CODE
RESIDENTIAL /COMMERCIAL 2018 UNIFORM PLUMBING CODE
EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19
WA STATE AMENDMENTS TO ICC CODES AS APPLICABLE
PARKING INFO:
BUILDING PARKING: 6 STANDARD, 1 ADA ACCESSIBLE
PERMIT NOTES:
PROJECT AND ALL IMPROVEMENTS COMPLIANT WITH WASHINGTON
STATE ENERGY CODE PER CURRENT WSEC REQUIREMENTS;
DEFERRED SUBMITTALS NOT INCLUDED IN THIS APPLICATION:
1
PLUMBING, HVAC, ELECTRICAL, COMMERCIAL HOOD/HOOD FIRE
SUPPRESSION, FIRE ALARM SYSTEM, AUTOMATIC SPRINKLER SYSTEM.
VICINITY MAP
PUGET SOUND
I
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® I
II II II II II II I I I I I I I I I �J� 1 1 1
��������fiTTiTfifi�fifififi�
EDMONDS, WA
PROJECT SITE
558 MAIN STREET
EDMONDS, WA
PROJECT TEAM
BUILDING OWNER: SEATTLE-SNOHOMISH MILL COMPANY
CONTACT: MIKE MCMURRAY
533 5TH AVE S
EDMONDS, WA 98020
PHONE: (425) 263-2474
TENANT: MOLLY MOON'S HOMEMADE ICE CREAM
CONTACT: MOLLY NEITZEL
1122 EAST PIKE ST, BOX 1448
SEATTLE, WA 98122
PHONE: (206) 618-4934
ARCHITECT: MIGRATION DESIGN STUDIO
CONTACT: TOSH DRAKE
525 BELMONT AVE E #66
SEATTLE, WA 98102
PHONE: (206) 617-0741
CONTRACTOR: WILCOX CONSTRUCTION
CONTACT: DAVID WILCOX
234 5TH AVE S
EDMONDS, WA 98020
PHONE: (425) 774-4185
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE CURRENT INTERNATIONAL BUILDING CODE,
AND BY STATE AND LOCAL MUNICIPAL CODES AND ALL GOVERNING LAWS,
ORDINANCES, AND REGULATIONS.
2. DIMENSIONS ARE NOT TO BE SCALED FROM THE DRAWINGS. USE CALCULATED
DIMENSIONS ONLY AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
3. ALL DIMENSIONS ARE TO FACE OF FRAMING OR CONCRETE UNLESS OTHERWISE
NOTED.
4. CONTRACTORS SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK
AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
5. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT. PROVIDE ALL BUCK -OUT,
BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATION.
6. ALL WOOD IN CONTACT WITH CONCRETE IS TO BE PRESSURE TREATED.
7. PROVIDE FIRE -STOPPING AT ALL INTERSECTIONS BETWEEN CONCEALED WALL AND
HORIZONTAL SPACES SUCH AS SOFFITS OR CEILINGS.
8. PROVIDE DRAFT -STOPPING IN CONCEALED SOFFIT SPACES WHERE REQUIRED.
9. REMOVE ALL UPC STICKERS AND LABELS FROM PIPING, HANGERS, ETC. UNLESS
REQUIRED BY CODE PRIOR TO INSTALLATION.
DRAWING INDEX
A1.0 SITE PLAN AND PROJECT INFORMATION
A2.1 MAIN LEVEL FLOOR PLAN
A2.2 MAIN LEVEL SLAB PLAN
A2.3 EXISTING CEILING CONDITIONS PLAN
A2.4 PROPOSED REFLECTED CEILING PLAN
A9.1 INTERIOR ELEVATIONS
A9.2 INTERIOR ELEVATIONS
A9.3 INTERIOR ELEVATIONS
A9.4 INTERIOR ELEVATIONS
S3.1 STRUCTURAL DETAILS
179'-11 7/16" (PROPERTY LINE)
MAIN STREET
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- AREA OF WORK (790 SF),
(BUILDING TENANT #4)
88 90
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TRA H STORAGE AND (6) STANDARD, (1) ADA ACCESSI LE
PICI��UP LOCATION PARKING STALLS AT BUILDING
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STAMP:
MARK DATE DESCRIPTION
1 9/20/22 PERMIT REV.
PLOT DATE: 09/20/22
DRAWN BY:
CHECKED BY:
FILE NAME:
SITE PLAN
AND PROJECT
INFORMATION
ISSUED FOR:
PERMIT
9z SHEET: RECEIVED
Oct 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■
1. Entry Door hardware to
comply with IBC 1010.1.9.4.
2. Dining surfaces shall comply
with IBC 1108.2.9.1.
3. Exits shall have raised
character signs and shall
comply with IBC 1013.4.E
N — �
/ T '�
ao �"� W
T
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10
11 12
15'-6 7/16" � 24'-8 1 /2" �, 12'-0" �,
11'-9 1/4" (TO CENTER OF NEW INTERIOR WALL)
NOTES:
- - - PAINTED GWB IN
RETAIL AREA - ALL DIMENSIONS TO FRAMING UNLESS OTHERWISE NOTED
- ALL PLUMBING DIMENIONS TO BE VERIFIED IN THE FIELD
— COUSTIC BATT nn I I I I I I I I I I I I nn - ALL EQUIPMENT CLEARANCES TO BE VERIFIED IN THE FIELD
INS TION HH I � � � I I � � � I }}}{ - ALL PLUMBING FIXTURES TO INCLUDE INDEPENDENT WATER
C � I � � � I I � � � I � ] SUPPLY SHUTOFF VALVES, EVERY DEVICE TO HAVE ABILITY
IIII I I I I I I I I I I I I IIII TO BE SHUT OFF INDEPENDENT OF ALL OTHER FIXTURES
- METAL -STUD ING II II II II II II
PER STRUCTURAL
IIII IIII - FIRE ALARM PANEL, PULL STATIONS, AND FIRE
IIII I I I I I I I I I I I I IIII EXTINGUISHERS TO BE ACCOMMODATED PER SEPARATE
IIII I I I I I I I I I I I I IIII
- FRP FINISH IN IIII I I I I I I I I I I I I IIII OVERALL BUILDING PERMIT
KITCHEN AREA IIII I I I I I I I I I I I I IIII - REQUIRED FIRE -RATED WALL ASSEMBLIES PER SEPARATE
�}{ I � � � I I � � � I �}{ OVERALL BUILDING PERMIT
C T I � � � I I � � � I �111 ] - FREESTANDING SHELVING UNITS TO BE LESS THAN 6' TALL
IIII I I I I I I _ I I I I IIII -- NEW CONSTRUCTION DIVIDING WALL UNLESS SEISMICALLY BRACED
2 EW INTERIOR WALL ASSE I I I I I I I I I I I I IIII BETWEEN KITCHEN AND RETAIL
A2.1 Sc e: 3" — 1'-0" IIII I I I I I I I I I I I I IIII SPACE, SEE DETAIL (2 / A2.1).
IIII I I I I I I I I I IIII
IIII I I I I I I I I I I I I IIII
I I I I 3'-6�� I I I I III DECORATIVE END PANEL
�H-H-- ---- — �I-----I� _—�--==�1-- ] ORSIGNAGEVISABLE OPTIONALI2"
� — —� — �� —�� — — — �� �� — — — THROUGH WINDOW DEEP SHELVES
EXIT
- � I I �---- -- --- �� �
o � I I ��
RECESSED N � 2 WALL MOUNT�e STEEL CORK OR l �
CARPET MAT �� = I A2.1 I WORK SURFACEJ(V/ MAGNET BOARD
� 40 PINT ° I STORAGE BELOW � ABOVE
�' FREEZER � I I ELECTRICAL
DECORATIVE � — — — —
GRAPHICS WRAP // � I I OPEN STORA E 42" HIGH WALL N 18" DEEP METRO FLOOR PANEL --
� � / / I �' � SHELVING UNITS DRAIN —TRIPLE SINK W/
I SHELVES ABOU� MOUNTED � \
EXPOSED WOOD BEAMS T
AND WOOD T&G DECKING 42" HIGH FLOATING BAR RETAIL � I I � ` / BREAK DESK W/ T GREASE TRAP ,��
WATER AND L WER 4" P - �` cv � �� ,_ „ �__
THROUGHOUT CEILING --- CONE DISPLAY BASKET AREA � TRASH STATION OUNTER OS ACOUSTIC BATT � I I LARGER THREE j , - STOOL BELOW 2 0 1 6 6 7
� �
INSULATION AT I� T � I+ i DOOR FRIDGE / � � AND WALL
5'-2 7/16° 14" HIGH CLEAR ACRYLIC _`� _ �� �� KITCHEN WALL TYP. ; ; T ', ; � I / MOUNTED I.T. I
� - 42 COUNTER, 8 � , , I - , I I RACK ABOVE I I
OR GLASS GUARDS DEEP LEDGE � � I °' � � I I I 2 -7 15/16 WASHOUT � DRY — — — —I-
2'-0" WINDOW INTO -- � � � j � I _ J SINK I I — — — — — — —
PREP AREA � � � �T � I PULL-OUT
� I " I � STORAGE BINS �l
� � I � TOP OF PONY WALL
-------------- �--- �� — — �� I j�l I I TO RECEIVE 3�L0�� n I
r�
RECESSED � � �� � i � ' �+ J I FRONT OF ICE - I COUNTERTOP FINISH I 10'-0" I
CARPET MAT � 10 1 /2 I CREAM MAKER � pQ I I
/ DIPPING CABINET DIPPING CABINET � 42 HIGH -- T- j i I STORAGE�I I
POS POS END PANEL _ DRYING AND H_AN_GING_ _ _ _ _ — _ I_
-- OPEN STORAGE � �� �� I I HANDHELD ICM u
WELLS W/FLOOR --- — — — — — — RACKS ABOVE SINK I
5" DEEP COUNTER - I AREA BELOW � DRAIN BELOW � — — — — — 3 0 � _ � I— I CLEANING SHOWER _ _ I
LEDGE THIS SIDE i — — — — � — — — HEAD ON HOSE � 1' I 50 GALLON COMMERCIAL WATER
I � �' � ��LOOR DRAIN A'I HEATER ABOVE FREEZER, HANG FROM
42" HIGH DECORATIVE � \ - 4 -8 1 /2 ICM TILITY WAIL CEILING /WALL PER STRUCTURAL I =
PANEL W/ PAINTED I WAFFLE CONE PREP SERVING 10 1/2" 2'-6" � � / � � I o
STEEL FINISH -
AREA � _ \ M /' � � � � _ _o ALTERNATE ELEC. SLIM -LINE KITCHEN / / gAC FLOW PREIVENTION UNIT I �
MAINTAIN 1" CLEARANCE AT II � � I I M r � PANEL LOCATION TRASH CANS PREP AREA I � I WALK-IN
I MERCH DISPLAY I �' �� ALL ROLL -OUT EQUIPMENT II \� / SOLID IUPPER "� � _ _ _ _ _ FREEZER �I
\ - 24" DEEP METRO -LINEN UNITS UNDER � — � RAISED SAFE ON / I � I'
I SIDES, TYP. II \ /
WALLS i STORAGE CABINETS � SHELVING UNITS METRO SHELVING \ I � CUSTOM STAND BELOW I I � I III
� 14"DEEP CLOSED I ,� ��� II 1/ II = _� � II j�—_ _------ \—I-- LEI II
I STORAGE CABINETS I � � I I I I � i- WALL -MOUNTED � � I II II -STACKED PERSONAL \ � — / �I II
HAND SINK / I I I I!
� FUDGE MILKSK I I REF I I REF I I — — — — — \/ � � II II LOCKERS ABOVE SAFE I I II
� �--� � �--� � � I I � � � � I I ��� I I II
I I I � I I I II II II 3'-0" �
SHELF SPEAKERS ABOVE,
PROVIDE POWER AND
AUDIO WIRING
- ALL EXTERIOR AND TENANT -DIVIDING WALLS
EXISTING PER SEPARATE OVERALL BUILDING PERMIT
12'-0"
MENU BOARDS
CENTERED ON ICE
CREAM SERVING
5'-8"
AREA OF TILE
BACKSPLASH WALL
6"x14" HOLE IN COUNTER,
TRASH BELOW
LOBBY
DROPPED CLEANABLE -�
CEILING THROUGHOUT
KITCHEN AREA
)TE REVERSED -
)ORSWING
MAIN LEVEL FLOOR PLAN
Scale : 1 /2" = 1 '-0"
POSSIBLE LADDER MAINTAIN 2" CLEARANCE
STORAGE BEHIND FREEZER WALLS
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STAMP:
PLOT DATE: 05/01 /22
DRAWN BY:
CHECKED BY:
FILE NAME:
MAIN LEVEL
FLOOR PLAN
0 1' 2' 4'
ISSUED FOR:
PERMIT
SHEET: RECEIVED
Oct 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■
¢\
---- CARPET MAT PER SPEC
,.
9 --- CRUSH -LINE OF CARPET FLUSH
W/ TOP OF ADJACENT FLOOR
SCHLUTER SCHIENE STRIP PER SPEC
ADJACENTCFOLOORTO MATCH
N
T
a
° a ° ° ° ° ae
� ° ° a°
° a �
° a
a°
a °a °
a a °
° a °° ° ° ° ° ° � ° C®NCREI�E SLAB W/RECESS
a° °
- SELF -LEVELING CEMENTITIOUS
UNDERLAYMENT
RECESSED WALK-IN MAT
Scale : 6" = 1 '-0"
SLAB RECESS FOR
WALK -OFF MAT PER
DETAIL (2 / A2.2)
10
�� �.
— a a °
4
° 4 a a
° a ° a 4 �
GWB ABOVE
- - FRP WALL PANELS
— CONTINUOUS SILICON
SEALANT
- CEMENT BOARD
-- UCRETE WATERPROOF
FLOOR FINISH SYSTEM
� CONCRETE
TYPICAL COVE BASE
Scale : 3" = 1 '-0"
� IIII II II II II I I II II
IIII
IIII II II II II
IIII
��__I�____�___ �I_____I�
��,
SLAB RECESS FOR
WALK -OFF MAT PER
DETAIL (2 / A2.2)
-- NON -SLIP EPDXY FINISH
�� � THROUGHOUT ENTIRE
CONCRETE FLOOR
�,—
�/ ��—��-------------�I--��--------- — �T
/� �� III li II 6'-71/8° II
/ II I I I
I� II II �I
I i III I� II II
II I IL_------____-- � L—�_—_ __-- __—�
I i II
__�____�I__�]
�.
- TYP. FREEZER WALL ASSEMBLY
PER MANUFACTURER
SMALL METAL ANGLE
CAP W/ CONTINUOUS 11
SILICON SEALANT
PROVIDE BASE AT
EXTERIOR AND INTERIOR
SIDES OF FREEZER WALLS
� ' -CEMENT BOARD ATTACHED �.
TO FACE OF FREEZER WALL o
_�
T
UCRETE WATERPROOF
FLOOR FINISH SYSTEM
;- CONCRETE
� '
- TYP. FREEZER WALL ASSEMBLY
PER MANUFACTURER
FRP FINISH OVER PLYWOOD
FULL HEIGHT 3/4" PLYWOOD
NAILING SURFACE THIS SIDE OF
FREEZER FOR WALL MOUNTED
PLUMBING AND SHELVING
-- CEMENT BOARD ATTACHED
TO FACE OF FREEZER WALL
- UCRETE WATERPROOF
FLOOR FINISH SYSTEM
,- CONCRETE
�
o7T1TJTl///�I �I I �� nAI I la' Y//
4 � ° a
� a a
° 4 a
° � a a 4
� ° °
` 4 a
4 � ° a
� EXPOSED FREEZER WALL BASE
A2.2) Scale : 3" = 1 '-0"
4
n a °
a a °
�
4 a
a °
d
�
� a°
a
�
a
4
a a ° a
5 FREEZER WALL W/ WOOD NAILER
A2.2 Scale : 3" = 1'-0"
MAIN LEVEL CONCRETE PLAN
Scale : 1 /2" = 1 '-0"
12
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STAMP:
PLOT DATE: 05/01 /22
DRAWN BY:
CHECKED BY:
FILE NAME:
MAIN LEVEL
SLAB PLAN
0 1' 2' 4'
ISSUED FOR:
PERMIT
SHEET: RECEIVED
Oct 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
MAIN LEVEL EXISTING CEILING STRUCTURE
Scale : 1 /2" = 1 '-0"
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STAMP:
PLOT DATE: 05/01 /22
DRAWN BY:
CHECKED BY:
FILE NAME:
MAIN LEVEL
CEILING
STRUCTURE
0 1' 2' 4'
ISSUED FOR:
PERMIT
SHEET: RECEIVED
Oct 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■
cll
------
I nn II II II II II II nn
� I� � �I I� � �I �
I C � I� � �I I� � �I � �
I IIII I I I I I I I I I I I I IIII
I IIII I I I I I I I I I I I I IIII
I IIII I I I I I I I I I I I I IIII
I IIII I I I I I I I I I I I I IIII
I IIII I I I I I I I I I I I I IIII
I IIII I I I I '' I I I I I I IIII
�__I�____�____ __I�____�____�I__�
I IIII I I I I ,��� I I I I IIII
I IIII I I I I I I I I I I I I IIII
I IIII I I I I �, I I I I I I I I IIII
I IIII I I I I � I I I I I I I I IIII
I IIII I I I I I I I I IIII
I IIII I I I I - 4X8 WOOD PURLINS,1�1r�P. I I IIII
LAYOUTOF(9)PENDANT II [� I,�--- �--fi -� �---�; �]
LIGHT FIXTURES, PROVIDE � _ �, _ _ I I I _ _ ,�I
J-BOX AT EACH DROP �� � _____� �_____
I I
I
_. . _ _.. _.. _.. _.. _.. _ _ _.. i � � I � � I I � I
Ej. /5X1 � WUUU ULU-LHM
IIIII it PURLINS, TYP.
IIIII I
IIIII I
IIIII I
IIIII I
IIIII I Track lighting sha
liiil II installed to comply
I°III I forms.
IIIII I
��
�I
II I
II I
��
�� ��L
I I
I I
I I
I I
I I
I I
I � �__=_
I
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I MI I
I MI I
I MI I
NOTES:
- WATTAGE OF ALL LIGHTING FIXTURES
IN COORDINATION W/ELECTRICIAN
MAIN LEVEL REFLECTED CEILING PLAN
Scale : 1 /2" = 1 '-0"
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STAMP:
PLOT DATE: 05/01 /22
DRAWN BY:
CHECKED BY:
FILE NAME:
MAIN LEVEL
REFLECTED
CEILING PLAN
0 1' 2' 4'
ISSUED FOR:
PERMIT
SHEET: RECEIVED
Oct 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■
C
e
T
CV
T�
c%�
SERVING BAR ELEVATION
Scale : 1 /2" = 1'-0"
OPEN �REA
BELOII�VIY�FFLES
� �
3'-4" TYP.
CLEAR ACRYLIC GUARD PANELS
W/METAL STANCHIONS TBD
FRP BACKSPLASH, TYP
�� ��
-1_----_---L_I------------------�-1---------_----_-
-1-
�
�
BD-10 DIP CASE, -
0
�
�
VERIFY PROPER
CLEARANCE IN FIELD
L----------------------------------------J
WELL CABINET I I WELL CABINET
�� ��
�-1-----_---I-_I------------------�-1--_-----------_---1_,
BD-10 DIP CASE,
�L � VERIFY PROPER
�� CLEARANCE IN FIELD
L----------------------------------------J
34"HIGH POS COUNTER
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STAMP:
PLOT DATE: 05/01 /22
DRAWN BY:
CHECKED BY:
FILE NAME:
INTERIOR
ELEVATIONS
0 1' 2' 4'
ISSUED FOR:
PERMIT
SHEET: RECEIVED
Oct 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BACK BAR ELEVATION
Scale : 1 /2" = 1'-0"
NORTH WALL ELEVATION
Scale : 1 /2" = 1'-0"
0
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STAMP:
PLOT DATE: 05/01 /22
DRAWN BY:
CHECKED BY:
FILE NAME:
INTERIOR
ELEVATIONS
■ ��
■ ��
ISSUED FOR:
PERMIT
SHEET: RECEIVED
Oct 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■
WEST ENTRY ELEVATION
Scale : 1 /2" = 1 '-0"
EAST WALL ELEVATION
Scale : 1 /2" = 1 '-0"
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STAMP:
PLOT DATE: 05/01 /22
DRAWN BY:
CHECKED BY:
FILE NAME:
INTERIOR
ELEVATIONS
0 1 ' 2' 4'
ISSUED FOR:
PERMIT
SHEET: RECEIVED
Oct 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■
EAST ELEVATION AT FREEZER
Scale : 1 /2" = 1'-0"
0
� m
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� > O� O
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STAMP:
PLOT DATE: 05/01 /22
DRAWN BY:
CHECKED BY:
FILE NAME:
INTERIOR
ELEVATIONS
■��
■ ��
ISSUED FOR:
PERMIT
SHEET: RECEIVED
Oct 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■
(E) FRAMING
(E) FRAMING
PER PLAN
PER PLAN
WATER HEATER
PROVIDE FULL DEPTH
PER OTHERS
BLKG W/ A35 TOP &
P1000HS EA. WATER HEATER
5601b. MAX.
BOT. TO POST
(E)
SIDE PER S1 PER
OTHERS
FILLED WEIGHT
�` 6" max
WALL
2'-0" max
I
I
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-
�
� I
�
�
E
� I
E
P1000HS EA. SIDE
o
1
2
T
OF WATER HEATER
r
1/2" DIAM. x 3"
LAG SCREW EA.
'
SIDE OF WATER
I ��
I
o o
HEATER PER S1
(2) 22 GA. x 1-1 /2"
WATER HEATER
I
4x6 MIN. W/ A35 TO
(2) WATER HEATER
P2458-36 EA.
STRAPS
TOP PL. &SILL PL.
STRAPS PER S1
SIDE PER S1
� fU
I
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P2458-36 EA.
I
-
SIDE OF WATER
q
HEATER
1 �
`�
1�
1/2" DIAM.
1/2" DIAM. BOLT W/
BOLT W/ P1010
I
P1010 CHANNEL
CHANNEL NUT
�
NUT TYP. U.N.O.
TYP. U.N.O.
I
1/2" DIAM. x 3"
�' �
�� o
LAG SCREW EA.
1/2" DIAM. x 3"
o
SIDE OF WATER
� � �
LAG SCREW I
� � �
HEATER PER S1
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P1026 TYP.
1" PLYWOOD
P1000 EA. SIDE OF PER S1
P1000 EA. SIDE OF 1" PLYWOOD W/
WATER HEATER
WATER HEATER SPAN RATING 60/32
PER S1
5
6
WATER HEATER SUPPORT -SIDE
VIEW 7
WATER HEATER SUPPORT
-FRONT VIEW
8
SCALE: 1-1 /2" = 1'-0"
SCALE: 1-1 /2" = 1'-0"
NO PUNCHOUT SHALL
OCCUR WITHIN 12"
FROM END OF STUD
STUDS MUST BE FULLY
CONN. BOT. TRACK
SEATED AGAINST TRACK �'
TO FLOOR W/.145"�
DRIVE PINS @
4'-0"oc U.O.N.
RUNNER TRACK ��
CONN. TOP
SAME GAGE AS STUD
TRACK To
MINIMUM 1" WIDE - '`��� ,,--'" �
GLULAM BEAM
FLANGES �,s --�'"-
W/ #8 SCREWS
"
@ 12" oc
R
��
��� � �
SCREW ATTACHMENT
SEE NOTE BELOW
NOTES:
• WHEN TRACK IS ATTACHED DIRECTLY TO STUD FLANGE, A STANDARD
N0. 6 x �/16" PAN HEAD SHEET METAL SCREW SHALL BE USED. WHEN
DRYWALL COVERING, TRACK AND STUD FLANGES ARE ATTACHED AT SAME
TIME, A STANDARD (MIN.) 1" LONG DRYWALL SCREW SHALL BE USED. ANY
COMBINATION OF THE ABOVE METHODS MAY BE USED IN THE ERECTION
OF A COMPLETED WALL ASSEMBLY.
9
1 O
1 1
Typical Top &Bottom Track at
Interior Walls 1
2
�RucruRa�
IGINEERING
z�z4 Third Avenue - Suite goo -Seattle, WA g8�z�
p: zo6.443.6z�z ssfengineers.com
Copyright 2015 Swenson Say Faget -All Rights Reserved
DRAWN: TEA
DESIGN: TEA
CHECKED: FR
APPROVED: B D M
R ONS:
PROJECT TITLE:
MOLLY MOON'S TI
558 MAIN ST, STE 4
EDMONDS, WA 98020
ARCHITECT:
MIGRATION
DESIGN STUDIO
525 BELMONT AVE E #6B
SEATTLE. WA 98102
WWW.MIGRATION.ECO
ISSUE:
SHEET TITLE:
DETAILS
0
� SCALE:
3/4" = 1'-0" U.N.O.
� DATE:
Q 04/OE-Q4Za'` C
w PROJECT N0:
Q 12961-202Qt�103 2022
SHEET NO: CITY OF EDMONDS
DEVELOPMENT SERVICES
z DEPARTMENT
O
z
w
cn
c�
0
N
o NO: OF SHEETS: