APPROVED ENG BLD PLN BLD2022-1295+Architectural_Plan+9.27.2022_4.10.06_PM+3132294SYMBOL LEGEND
1
A+ COLUMN GRID INDICATORS
N
0 NORTH INDICATOR
1
A1.01 BUILDING ELEVATION INDICATOR
1
4 A1.01 2 INTERIOR ELEVATION INDICATOR
3
SECTION
1 -A1.01 BUILDING SECTION INDICATOR
1
A1.01 DETAIL INDICATOR
+100.00' SPOT ELEVATION
+100.00' LEVEL DATUM
INSULATED STUD WALL
0 UNINSULATED STUD WALL
CONCRETE WALL
0 NEW WALL
DEMOLISHED WALL
ROOM NAME ROOM IDENTIFIER
101
101 DOOR IDENTIFIER
1t WINDOW IDENTIFIER
SG E "w- EGRESS INDICATOR
SAFETY GLASS INDICATOR
W1 WALLTYPE IDENTIFIER
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REVISION INDICATOR CLOUD
DS
DOWNSPOUT
SD SMOKE DETECTOR
S G COMBINATION SMOKE &
CARBON MONOXIDE DETECTOR
EXHAUSTFAN
SITE NOTES
1 . SITE INFORMATION CONTAINED HEREIN,
INCLUDING BUT NOT LIMITED TO,
TOPOGRAPHIC ELEVATIONS, DIMENSIONS
AND LOCATIONS OF EXISTING UTILITIES, IS
BASED ON CITY OF EDMONDS DATA, AND IS
PROVIDED FOR INFORMATIONAL PURPOSES
ONLY. THE ARCHITECTTAKES NO
RESPONSIBILITY FOR ITS ACCURACY.
2. CONTRACTOR SHALLVERIFY LOCATION OF
ALL EXISTING UTILITIES. CARE SHOULD BE
TAKEN TO AVOID DAMAGE TO OR
DISTURBANCE OF EXISTING UTILITIES.
3. NO SEDIMENT SHALL BE TRACKED ONTO THE
STREET OR ONTO PAVED SURFACES.
SEDIMENT SHALL BE REMOVED FROM
TRUCKS AND EQUIPMENT PRIOR TO LEAVING
THE SITE. IN THE EVENT OF FAILURE OF THE
EROSION CONTROL SYSTEM RESULTING IN
SEDIMENT BEING TRACKED ONTO PAVED
SURFACES, THE CONTRACTOR SHALL
IMMEDIATELY IMPLEMENT MEASURES TO
CORRECT THE SITUATION, AND STREET
SWEEPING SHALL BE EMPLOYED ON AN
EMERGENCY BASIS. IF STREET SWEEPING
VEHICLES ARE UTILIZED, THEY SHALL BE OF
THE TYPE THAT ACTUALLY REMOVES THE
SEDIMENT FROM THE PAVEMENT.
4. ALL EARTH SURFACES EXPOSED BY WORK
PERFORMED SHALL BE LANDSCAPED WITH
SUITABLE VEGETATION TO PREVENT EROSION
FOR THE PERMANENT CONDITION.
5. ALLTEMPORARY CUTS MUST BE NO STEEPER
THAN 1-1/2HTO IV IN FILLAND MEDIUM
STIFF COLLUVIUM AND NO STEEPER THAN
1 H:1V IN UNDERLYING STIFFTO HARD
GLACIAL DEPOSITS.
6. NO ENCROACHMENT IS ALLOWED ON
ADJACENT PROPERTY, INCLUDING WORK FOR
TEMPORARY EXCAVATIONS, LANDSCAPING,
OR RETAINING WALL CONSTRUCTION.
VICINITY MAP
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Main St
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Alder St
APPROVED BY PLANNING
Oct 05 2022
Maple St
WALL AND PAVERS SHALL BE LOCATED ENTIRELY
ON PRIVATE PROPERTY. ALL WORK SHALL
COMMENCE FROM WITHIN PRIVATE PROPERTY.
SHOULD ANY PORTION OF THE SIDEWALK NEED TO
BE USED, A SEPARATE RIGHT-OF-WAY
CONSTRUCTION PERMIT SHALL BE OBTAINED.
ENGINEERING DIVISION
APPROVED AS NOTED
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VV
City Of Edmonds
Building Department
-----------------------------------------------------
Work TRELLIS AND LADNSCAPING
-------------------------------------------------------
-----------------------------------------------------
Address: 117 5TH AVE S
=---------------------------------------------
--------------------------------------
Owner RED TWIG
----------------
-------------------
Approved Date -- -- -- -- -- -- 10/1-1/2022
Building Official: 5-ock C ale_ee c-
Permit Number' BLD2022-1295
------------------------------------------
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
SITE
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GENERAL NOTES
1 . IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY
WITH THE 2018 INTERNATIONAL BUILDING CODE, 2018 WASHINGTON ENERGY
CODE, AND OTHER APPLICABLE CODES, RULES, AND REGULATIONS OF
JURISDICTIONS HAVING AUTHORITY.
2. PRIOR TO COMMENCEMENT OFANY PORTION OF THE WORK, THE CONTRACTOR
SHALL NOTIFY THE ARCHITECT OFANY DISCREPANCIES NOTED AMONG OR
BETWEEN THE CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION,
SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES,
REGULATIONS, OR RULES OFJURISDICTIONS HAVING AUTHORITY.
3. PRIOR TO COMMENCEMENT OFANY PORTION OFTHE WORK, THE CONTRACTOR
SHALL BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS, OWNER -
PROVIDED INFORMATION, AND SITE CONDITIONS, INCLUDING TAKING FIELD
MEASUREMENTSAS NECESSARY.
4. THE CONTRACTOR SHALLSECUREAND PAY FORALL GOVERNMENTAL PERMITS,
FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND
COMPLETION OFTHE WORK, EXCEPT FOR THE GENERAL BUILDING PERMIT.
5. THE CONTRACT DOCUMENTSARE COMPLEMENTARY AND WHAT IS REQUIRED
BY ONE SHALL BE BINDING AS IF REQUIRED BYALL.
6. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERETHAT
THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL.
7. ALL DIMENSIONSARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS
OTHERWISE NOTED. CONTACTARCHITECT FOR CLARIFICATIONS.
8. DO NOT SCALE THE DRAWINGS.
EXIST. CONC. PEDESTAI
NEW 2X2 PAVERS OVER EXIST. ASPHALT PAT
ALIGN LEVELW/ EXIST. CONC. PAT
453.50
MANORSTONE RET. WALL & C/
ALL CONSTRUCTION MATERIALS SHALL BE
STORED ENTIRELY ON PRIVATE PROPERTY.
USE OF THE RIGHT-OF-WAY FOR
CONSTRUCTION EQUIPMENT OR MATERIALS
WILL NOT BE ALLOWED.
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
Special inspections required:
1. For on site welding or if shop fabricated, provide shop
certifications.
2. Epoxy anchors shall be installed and inspected by a certified
inspector.
Provide reports and documents to inspector.
5
Handrails in
accordance with IBC
1010.11 are required.
1 SITE PLAN
1 /8" = 1'-0"
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
LEGAL DESCRIPTION
CONTACTS
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CITY OF EDMONDS BLOCK 120 D-00 - W 24.73 FT OF LOT 39
OWNER:
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LESS N 40 FT AND LOT 40 LESS N 40 FT
RED TWIG EDMONDS LLC
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SITUATE IN THE COUNTY OFSNOHOMISH,STATE OF
1175THAVE S
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WASHINGTON.
EDMONDS, WA98020
ARCHITECT:
CODE SUMMARY
CAPSULE
CONTACT: MIKE La FON
BUILDING CODE: 2018INT'LBUILDING CODE
2366 EASTLAKEAVEE#403
ENERGY CODE: 2018 WASHINGTON ENERGY CODE
SEATTLE, WA 98102
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LAND USE CODE: ECC, TITLE 17
t: 206.395.9672
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ZONING: BD1
e: mike@capsule-space.net
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OVERLAYS: N/A
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ENV. CRITICAL AREAS N/A
ENGINEER:
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HEIGHT LIMIT: 30'
HARRIOTT VALENTINE ENGINEERS
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STREET SETBACK: 0'
CONTACT: TODD VALENTINE
REAR YARD SETBACK: 0'
1932 FIRSTAVENUE#720
SIDEYARD SETBACKS: 0'
SEATTLE,WA98101
PARKING REQUIREMENTS: 0 IN DOWNTOWN RETAIL CORE
t:206.624.4760
e: tvalentine@harriottvalentine.com
SNOHOMISH CO. PARCEL NUMBER
CONTRACTOR:
JAMES KASPER
#00434212003900
t: 206.459.1507
e: kasperstairs@gmail.com
PLANS MUST BE
ON JOB SITE
JST. PARKING
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RECEIVED
Sep 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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2x4 CEDAR WD JOIST
4x8 CEDAR WD JOIST
2.5x2.5 HSS YARDARM
EXIST. P.T. LEDGER @ BLDG
2.5xl /4" STEEL BRACE
CONFIRM EXIST. DIMS
2.5x2.5 HSS FRAME
I PROP. EAST ELEVATION
1 1 /4" = 1'-0"
13'-4" 13'-4" 13'-4"
2x4 CEDAR WD JOIST, TYP
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L 1 /4" = 1'_O"
4x8 CEDAR WD JOIST
EXIST. P.T. LEDGER @ BLDG
2.5x2.5 HSS FRAME, TYP.
EXIST. CONCRETE
BASE
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13'-4"
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TRELLIS PLAN
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3"xl3" MANOR STONEWALL CAP 2'x2' CONC. PAVERS
COLOR TBD BY OWNER
3/8" CLEAN BEDDING LAYER
MANOR STONEWALL BLOCK
6"xl6" EA.
° 5/8" CLEAN CRUSHED ROCK
COMPACTED
VARIES w/ SLOPI NG SIDEWALK-
e SAWCUT ALONG WEST EDGE
EXIST. SIDEWALK
° a EXIST. ASPHALT
SLOPES TO SIDEWALK
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6
12 MIN_
FOR WALL 6I I
INFILTRATION TRENCH
18" 12" MIN
4 LANDSCAPING WALL & PAVERS DETAIL
3/4" = 1'-0"
42" MIN
3 1 /2"
5 RAILING DETAIL
3/4" = 1'-0"
HSS TOP RAILw/ RUST PATINA & CLR SEALANT
MATCH EXIST. RAILING PROFILE
4" WIRE MESH PANEL
MATCH GAUGE & FINISH OF EXIST. RAILING
1-1 /2"xl -1 /2" HSS BTM RAIL
w/ RUST PATINAAND CLEAR SEALANT
1-1 /2"xl -1 /2" HSS POSTS @ 48" O.C. MAX
w/ RUST PATINAAND CLEAR SEALANT
RECEIVED
Sep 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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(1) 1/4"0 SDS SCREW
(TOE SCREW TO EX.
LEDGER AND BEAM, TYP.)
ATTACH EX. LEDGER TO
EX. CMU WALL WITH
(1) 3/8"0 x 5" LONG
ANCHOR BOLT AT 3'-0"oc
(EPDXY GROUT)
JOISTS PER PLAN
(TRIM TAILS PER
ARCHITECTURAL)
BEAM PER PLAN
ATTACH WOOD BEAM
TO HSS BEAM WITH
(2) 1/4" x 5" LONG
SDS SCREWS
HSS BEAM PER PLAN
STEEL BRACE PER
ARCHITECTURAL
ATTACH HSS POST TO
EX. CMU WALL WITH
(1) 3/8"0 x 5" LONG
ANCHOR BOLT AT 2'-0"oc
(EPDXY GROUT)
HSS POST PER PLAN
EXISTING CMU WALL
PER PLAN
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Provide special inspection reports to the City
Inspector for welding and epoxy anchorage.
NOTE: ALL LUMBER IS
TO BE CEDAR
SEE 5/S1.0 FOR
HSS BEAM TO
POST CONNECTION
GENERAL STRUCTURAL NOTES
(THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS)
CRITERIA
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS & THE INTERNATIONAL BUILDING CODE (2018 EDITION)
2. DESIGN LOADING CRITERIA:
ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . . . . . . . . . 25 PSF
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS
AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON—
DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON—
STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST
VERIFIED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT
UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL
BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT
AND STRUCTURAL ENGINEER.
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY
DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION
AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING
REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS.
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING
STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING
CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW
CUTTING WHEREVER POSSIBLE.
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.
THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL
AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE
SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON—
TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE,
CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON —
CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
8. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE
PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL
BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING
AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER.
THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE
INFILL TUBE JOINT
WITH PLATE TO MATCH
HSS WALL
EXPLODED JOINT VIEW
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— HSS COLUMN PER PLAN
II
II
BEVEL TYP.
3/16
FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS.
A. STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING
AND HIGH —STRENGTH FIELD BOLTING)
B. EPDXY GROUTED INSTALLATIONS
9. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE
ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF
THESE ITEMS.
A. STRUCTURAL STEEL
ANCHORAGE
10. EPDXY —GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH
"SET—XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY
AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508.
STEEL
11. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON
THE LATEST EDITIONS OF THE RISC SPECIFICATIONS AND CODES:
A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (RISC 360)
B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (RISC 303)
C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490
BOLTS. BOLTS IN SHEAR OR BEARING TYPE CONNECTIONS NEED ONLY BE
TIGHTENED TO THE SNUG TIGHT CONDITION PER SECTION 8(C).
12. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS.
PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36, FY = 36 KSI.
WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. STEEL
PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, FY = 35 KSI.
SQUARE OR RECTANGULAR STRUCTURAL TUBING SHALL CONFORM TO ASTM A500,
GRADE B, FY = 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM
TO ASTM A307. THREADED ROD AND STUDS SHALL CONFORM TO ASTM A36.
13. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL
BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY
PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED.
WOOD
13. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON—
FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17,
LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS: (2X MEMBERS) CEDAR
MINIMUM BASE VALUE, FB = 725 PSI
BEAMS AND STRINGERS: CEDAR
(INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 750 PSI
14. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE —
TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED
BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR
MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF
A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY
OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS
GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES,
AND COLUMNS.
15. NAILS — NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING
SPECIFICATIONS:
SIZE LENGTH DIAMETER
6D 2" 0. 113"
8D 2-1/2" 0. 131"
10D 3" 0. 148"
12D 3-1/4" 0. 148"
16D 3-1/2" 0. 162"
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT
NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF
SHEATHING WITH NO COUNTERSINKING PERMITTED.
NOTE: CONTRACTOR TO VERIFY WHETHER
THE VOIDS IN THE EXISTING CMU WALL
ARE GROUTED FULL. NOTIFY STRUCTURAL
ENGINEER OF RECORD IF VOIDS ARE NOT
NOT GROUTED PRIOR TO CONSTRUCTION.
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Harriott Valentine Engineers Inc.
1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel 206 624 4760 fax 206 447 6971
www.harriottvalentine.com
Project Contact
Liz Ihrig
tel 206 756 0392
fax 206 447 6971
eihrig@harriottvalentine.com
Project Architect
Capsule
2366 Eastlake Ave E, #403
Seattle. WA 98102
Project
Red Twig Bakery & Cafe
117 5th Ave S
Edmonds, WA 98020
Issue Date Issue Description
09/19/2022 Permit
Building Department Approval
Drawing Title
GENERAL NOTES/ U
TRELLIS FRAMING PLAN06
/
STRUCTURAL DETAILS
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1 TRELLIS FRAMING PLAN REC IVE-jpmber m
51.0 scale: 1/4' = 1'-0"
Sep 2 3 2
CITY OF DMO
3 /4" = 1 ' — O" 4 3 /4" — 1 ' — O" DEVELOPMENT SE IC ■
DEPA TMEN 10 111�