REV1 APPROVED BLD -BLD2023-1484+Architectural_Plan+6.12.2024_12.48.05_PM+43175082x6 STUDS @ 16" O.C.
INSUL. PER ENERGY NOTES
Y2" GYPSUM BOARD
SIDING PER
ELEVATION OVER
APPROVED WATER
RESISTANT BARRIER
SHEATHING & NAILING
PER SHEARWALL
SCHEDULE
2x BASE PLATE
2-16d EA. STUD
PT SILL PLATE, ANCHOR BOLTS
3X" CONC. SLAB OVER 4" BASE. & WASHERS PER ENGINEER
FILL & COMPACT AS REQUIRED z
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PER ENERGY NOTES. BEVEL WALL DTL
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SEPARATE FROM FOUND. DRAIN FOOTING DRAIN ONLY REQ'D
WHERE FOUNDATION WALLS
ENCLOSE USABLE SPACE
SLAB FLOOR - STEM WALL DTL
SCALE: %" = V-0"
0
EXPIRES FEB 2025
STRUCTURAL ONLY
42'-0"
271-011
VERIFY FINISHED PATIO SIZE
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GRADE. FINISHED FACE AS
REQUIRED BY GRADE
GENERAL NOTES
OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72"
ABOVE GRADE OR SURFACE BELOW LOWEST PART OF
CLEAR OPENING TO BE 24"MIN. ABOVE FINISHED FLOOR.
EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE
MAY NOT PASS THRU OR WHERE FALL PROTECTION
DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312
SAFETY GLASS & SKYLIGHTS PER IRC R308
ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL
OSLAB -ON -GRADE INSULATION
R-10 RIGID WATER RESISTANT FOAM INSULATION RATED
FOR GROUND CONTACT. EXTEND 24" VERTICALLY OR
HORIZONTALLY AROUND PERIMETER OF SLAB -ON -GRADE
PROTECT ALL EXPOSED ABOVE GRADE EDGES OF
INSULATION FROM MOISTURE & DAMAGE. MAINTAIN A
THERMAL BREAK ATTHE EDGE OF SLAB.
IPER ENERGY CREDIT 1.3 - INSULATE UNDER ENTIRE SLAB I
FOOTING SCHEDULE
CALL OUT
H x W x D
REQD REBAR
12
6x12x12
15
7x15x15
18
8 x 18 x 18
20
8x20x20
24
8 x 24 x 24
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100606
4 - #4 EA. WAY
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12 x 42 x 42
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SEE DTL N-S2
SEE DTL N-S2
ALL EXTERIOR FOOTINGS TO EXTEND
18" MIN. BELOW FINISHED GRADE
UNLESS NOTED OTHERWISE. STRIP ALL
WOOD FORMS PRIOR TO BACKFILLING.
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri & c4rft"r
BUILDING OFFICIAL
Jun 17 2024
APPROVED DATE
STEM WALL LEGEND:
DEPRESS STEM HEIGHT: _ 911
STND STEM HT- FIN. SLAB: 367.00'
REVISION
Jun 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FOUNDATION PLAN SCALE: X" = V-0"
BLD023-1484
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
naTF-
BY:
CITY ENGINEERING DIVISION
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NOTE:
SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL
EXTERI❑R WALLS, SHEAR WALLS, & AT EACH FLOOR
LEVEL AND AT ROOF.
DBL. TOP PLATE SPLICE
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SILL PLATE
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SHEATHING FILLER
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---FOR
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SHALL OCCUR WITHIN 24 OF MID -HEIGHT. BLOCKING
IS REQUIRED. IF 2X_ BLOCKING IS USED THEN IT
MUST BE STITCH NAILED W/ 1 ROW OF 16D SINKERS
@ 3 O.C.
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THICKNESS
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PER MANUFACTUREERS INSTRUCTION
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EDGE NAILING
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EDGE NAILING
EXTERIOR WALL
JOIST PARALLEL TO EXT. WALL
3 4"=1'-0"
"o.c• EDGE NAIL.
8d @4"o.c.
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EDGE NAILING
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N.T.S.
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@ EA HOLDOWN
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FILL ALL HOLES
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3/4"=V-0" SEE PLANS FOR # OF HOLD—DOWNS
EDGE NAIL.
8d Ca? 4"o.c.
EDGE NAILING
END RAFTER
EDGE NAILING
zr ., , �"o.c.
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E.N. @ (2)
SIDE PLYWD.
SHEARWALL
PER PLAN
EXT. SHEARWALL TO ROOF AB V.
N.T.S.
SHEARWALL SCHEDULE:
SW_6
INDICATES SHEARWALL w/ SHEATHING ONE SIDE
1.
SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/
8d @ 6"o.c. ALL EDGES & 12"o.c. FIELD.
2.
BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS @ 48"o.c.
3.
NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c.
4.
FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS
PROVIDED.
SW-4
INDICATES SHEARWALL w/ SHEATHING ONE SIDE
1.
SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/
8d @ 4"o.c. ALL EDGES & 12"o.c. FIELD.
2.
BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS ® 32"o.c.
3.
NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d ® 3"o.c.
4.
FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS
PROVIDED.
SW-3
INDICATES SHEARWALL w/ SHEATHING ONE SIDE
1.
SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/
8d CAD 3"o.c. ALL EDGES & 12"o.c. FIELD.
2.
a. BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR BOLTS
® 16"o.c. PER DETAIL D/S1
2.
b. BOLT 3x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR
BOLTS @ 16"o.c.
3.
NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d ® 4"o.c.
4.
FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER
DETAILS AS PROVIDED.
5.
USE 3x OR (2)2x @ ALL FRAMING MEMBERS RECEIVING END NAILING
FROM ABUT
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
ffri,& C44^ter
Jun 17 2024
APPROVED DATE
TYPICAL ROOF SHEATHING:
7/16" O.S.B., INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW.
NAIL AS FOLLOWS:
DIAPHRAGM BOUNDARY, OVER EXTERIOR
WALLS, SHEAR WALLS, & DRAG STRUTS: 8d ® 6"o.c.
ALL SUPPORTED EDGES: 8d ® 6"o.c.
FIELD: 8d ® 12"o.c.
TYPICAL FLOOR SHEATHING:
3/4" T&G O.S.B., INDEX 40/20, UNBLOCKED, LAID UP w/ FACE GRAIN PERPENDICULAR TO FRAMING
BELOW, STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS:
DIAPHRAGM BOUNDARY, OVER EXTERIOR
WALLS, SHEAR WALLS, & DRAG STRUTS: 8d ® 6"o.c.
ALL SUPPORTED EDGES: 8d ® 6"o.c.
FIELD: 8d ® 10"o.c.
NOTES:
1. USE 3%3"x1/4" PLATE WASHERS ON ALL ANCHOR BOLTS.
2. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON
THE SIDE(S) w/SHEATHING PER NDS 2015 EDITION (SDPWS) 4.3.6.4.3.
3. EXPANSION BOLTS MAY BE USED IN LIEU OF ANCHOR BOLTS w/ SAME SPACING & 4 1/2"min
EMBEDMENT.
4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG(min.) x 0.156 SHANK 0. w/ MINIMUM
1 1/4" PENETRATION.
5. USE 20d NAILS @ 3x FRAMING MEMBERS.
6. a. 8d NAILS SHALL BE .131 x 2 1/2" LONG
b. 10d NAILS SHALL BE .148 x 3" LONG
C. 16d NAILS SHALL BE .162 x 3 1/2" LONG
d. 20d NAILS SHALL BE .192 x 4" LONG
SPECIAL INSPECTION PROGRAM
ESTABLISHED PER CHAPTER 17 OF THE 2018 IBC, UNLESS NOTED OTHERWISE
ALL SPECIAL INSPECTIONS SHALL BE CONTINUOUS, UNLESS NOTED OTHERWISE
TYPES OF WORK
PERIODIC
CONTINUOUS
COMMENTS
SOILS:
REF. PROJECT SPECIFICATIONS
GRADING, EXCAVATION, & FILL
REF. PROJECT SPECIFICATIONS
DRILLED PIERS
CONCRETE:
PLACEMENT OF REINFORCING STEEL
BOLTS CAST IN CONCRETE
PLACING OF CONCRETE > 2,500 psi
SPECIAL CASES:
SHEAR WALL NAILING
WOOD DIAPHRAGMS
ADHESIVE ANCHOR INSTALLATION
X
PER ICC-ES EVALUATION REPORT
EXPANSION BOLT INSTALLATION
PER ICC-ES EVALUATION REPORT
HOLD DOWNS & STRAPS
PER FOOTNOTE #5
SPECIAL INSPECTION PROGRAM FOOTNOTES:
1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE
SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR
OPERATION REQUIRING SPECIAL INSPECTION.
2. SPECIAL INSPECTOR SHALL BE HIRED BY THE PROJECT OWNER.
3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO:
A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM & THE SPECIAL INSPECTION AND TESTING AGREEMENT,
PROVIDED BY LOCAL JURISDICTION.
B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE NTH THE APPROVED PERMIT
PLANS & SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER & TO THE BUILDING
OFFICIAL.
C. FOR EACH INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING
OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR, & OTHER DESIGNATED PARITIES IN A TIMELY MANNER.
D. THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING
SPECIAL INSPECTION WAS INSPECTED, & WHETHER SAID WORK WAS IN CONFORMANCE WITH THE
APPROVED PERMIT PLANS & SPECIFICATIONS, & THE APPLICABLE WORKMANSHIP PROVISIONS OF THE
STATE OF WASHINGTON.
4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO:
A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED
IS READY FOR SUCH INSPECTION.
B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE & EXPOSED UNTIL IT HAS
BEEN OBSERVED & INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR, & APPROVED BY
THE BUILDING OFFICIAL.
C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS & SPECIFICATIONS AT THE
JOBSITE.
D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR.
5. ALL SPECIAL REQUIREMENTS FOR SEISMIC & WIND RESISTING SYSTEMS AS REQUIRED BY IBC SECTION 1704.3.2
& 1704.3.3.
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Project
Project No.
Drawn By
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Sheet
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2.
GENERAL STRUCTURAL NOTES
(The following applies unless specifically indicated otherwise on the plans.)
ALL MATERIALS & WORKMANSHIP, DESIGN, & CONSTRUCTION SHALL CONFIRM TO THE REQUIREMENTS OF THE DRAWING
SPECIFICATIONS, INTERNATIONAL BUILDING CODE, 2018 EDITION.
DESIGN CRITERIA
ROOF LIVE LOAD (SNOW) 25 psf
SPRINKLERS 2.0 psf (IF APPLICABLE)
FLOOR LIVE LOAD (RESIDENTIAL) 40 psf
FLOOR LIVE LOAD (DECK) 60 psf (1.5x AREA SERVED)
HANDRAILS & GUARDS RAIL LINE LOAD: 50 psf RAIL CONCENTRATE LOAD: 200#
STAIR & CORRIDOR LIVE LOAD 100 psf
MECHANICAL UNITS WEIGHTS AS FURNISHED BY MFG.
WIND 100mph (BASIC WIND SPEED) EXPOSURE 'B' (RISK CATEGORY II) Kzt = 1.20
EARTHQUAKE Ss=1.60 S11 =.57 (CLASS 'D') LIGHT FRAMED SHEAR WALL R=6.5
ALLOWABLE SOIL PRESSURE 1,500 psf. (NATURAL SOILS or COMPACTED)
SEE PLANS & COMPUTATIONS FOR ADDITIONAL LOADING CRITERIA PER I.B.C. SECTION 1603 & SECTION 1607
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION w/ ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR
SHALL VERIFY DIMENSIONS & CONDITIONS FOR COMPATIBILITY & SHALL NOTIFY THE ARCHITECT & STRUCTURAL ENGINEER, OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION TO ALLOW ARCHITECT & ENGINEER TO COMPLETE PROPER REVISIONS TO THE WORK.
4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE
INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED & IN A MANNER SUITABLE TO THE WORK SEQUENCES. 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.
CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, & CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL
DIMENSIONS OF EXISTING (e) CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY & MUST BE FIELD
VERIFIED.
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SHORING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL
CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES &
PROCEDURES REQUIRED TO PERFORM HIS WORK.
7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR APPROVAL
PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
8. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT
ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW &
APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER.
9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE
SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE & ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY
THE SUPPLIER.
10. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, & PLYWOOD WEB JOISTS SHALL
BE SUBMITTED TO THE ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS.
11. SHOP DRAWINGS REVIEW: DIMENSIONS & QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, & THEREFORE MUST BE
VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW & STAMP DRAWINGS PRIOR TO REVIEW BY
ENGINEER OF RECORD.
SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE & ONE COPY; REPRODUCIBLE WILL BE MARKED &
RETURNED.
SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING
SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN
CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH & INSTALL & BY
DETAILING THE FABRICATION & INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN
SHOP DRAWING SUBMITTALS & THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS
ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS & SPECIFICATIONS SHALL CONTROL & SHALL BE FOLLOWED.
GEOTECH N I CAL
12. FOUNDATION NOTES:
SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, & FILLING REQUIREMENTS, SHALL CONFORM
STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL
BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL or BOTH) AT LEAST 18" BELOW LOWEST
ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (or IN DETAILS) ARE MINIMUM & FOR GUIDANCE
ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE
TESTING LAB & SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL & PROVIDE FOR
SUBSURFACE DRAINAGE.
STRUCTURAL FILL:
AS APPLICABLE PER SITE CONDITIONS OR AS DIRECTED BY THE SOILS ENGINEER. FOLLOW ALL RECOMMENDATIONS &
SPECIFICATIONS AS GIVEN PER THE SOILS REPORT.
CONCRETE
13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2,500 psi & MIX SHALL CONTAIN NOT LESS THAN 5 1 /2 SACKS OF CEMENT
PER CUBIC YARD & NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT.
ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE
AMOUNT SHALL BE 4% + 1 % BY VOLUME. f'c = 3,000 psi.
14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT S1) GRADE 60, fy = 60,000 psi. EXCEPTION:
COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED & ANY OTHER BARS SPECIFICALLY SO NOTED ON
THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 psi REINFORCING COMPLYING WITH ASTM A706 (S1) MAY BE WELDED ONLY IF
MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED.
NO REINFORCING SHALL BE WET -SET UNLESS SPECIFICALLY SO DETAILED.
WELDED WIRE MESH SHALL CONFORM TO ASTM A-185.
15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS & BENDS) IN ACCORDANCE WITH ACI 318-19. LAP ALL CONTINUOUS
REINFORCEMENT 58 BAR DIAMETERS (2'-6" min.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR
DIAMETERS (2'-6" min.). LAP ADJACENT MATS OF WELDED WIRE FABRIC TWO SQUARES (min. OF 12") AT SIDES & ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED
BY THE STRUCTURAL ENGINEER.
16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE 3"
FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER
#6 BARS OR LARGER 2"
#5 BARS OR SMALLER 1 1 /2"
COLUMN TIES OR SPIRAL & BEAM STIRRUPS 1 1 /2"
SLABS & WALLS (INTERIOR FACE) 3/4"
CAST -IN -PLACE CONCRETE:
SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF DOOR & WINDOW OPENINGS IN ALL CONCRETE WALLS.
SEE MECHANICAL DRAWINGS FOR SIZE & LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE
ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, & OTHER FINISH DETAILS
AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE & PRECAST.
17. NON -SHRINK GROUT (3,000psi MINIMUM STRENGTH) SHALL BE FURNISHED BY AN APPROVED MANUFACTURER & SHALL BE MIXED &
PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS.
STEEL
18. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN,
FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION,
PLUS ALL REFERENCES CODES.
19. STRUCTURAL WIDE FLANGE SHAPES TO CONFORM TO ASTM
A992, Fy = 50 ks
OTHER STRUCTURAL STEEL INCLUDING PLATES SHALL CONFORM TO ASTM
A36, Fy = 36 ksi
STEEL PIPE SHALL CONFORM TO ASTM
A-53, TYPE E, OR S, GRADE B, Fy = 35 ksi
STRUCTURAL TUBING SHALL CONFORM TO ASTM
A500, Fy = 46 ksm
BOLTS SHALL CONFORM TO ASTM
A307(CONNECTION BOLTS A325-N)
EXPANSION SHALL BE "PARABOLT" or APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATION.
EXPANSION BOLTS SHALL ALSO BE SIMPSON STRONG BOLT INSTALLED PER ICC-ESR
REQUIREMENTS OR EQUAL.
20. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. & A.W.S. STANDARDS &
SHALL BE PERFORMED BY W.A.B.O. CERTIFIED
WELDERS USING E70XX ELECTRODES.
ONLY PRE -QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED.
WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELETRODES & PER ASTM A706.
WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.
SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS
OF WELDED BARS.
STEEL FABRICATION
'7ENERAL:
41_1_ WELDING IS REQUIRED TO BE DONE BY A WABO CERTIFIED WELDER & HAVE SPECIAL INSPECTIONS BY WABO CERTIFIEC
NSPECTION AGENCY, OR BE DONE IN A WABO CERTIFIED FABRICATION SHOP.
SAVE EITHER THE SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP CERTIFICATION AVAILABLE ON SITE FOR THE
3UILDING INSPECTOR.
21.
WELDING:
1)
WELDING SHALL CONFIRM TO AWS D1.1 & VISUALLY CONFIRM TO AWS SECTION 6 & TABLE 6.1. FABRICATION/ERECTION
INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER
AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI)
OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1
2)
WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE -QUALIFIED JOINTS REQUIRED BY THE DESIGN & CERTIFIED IN
ACCORDANCE WITH WABO REQUIREMENTS.
3)
WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS's). WELDERS SHALL BE
FAMILIAR WITH THE APPLICABLE WPS's.
4)
WELDING SHALL BE DONE WITH AWS PRE -QUALIFIED WELDING PROCESSES UNLESS OTHERWISE APPROVED.
5)
WELDER QUALIFICATIONS & WPS's SHALL BE MAINTAINED AT THE SITE OF THE WORK & SHALL BE READILY AVAILABLE FOR
INSPECTION UPON REQUEST, BOTH IN THE SHOP & IN THE FIELD.
6)
USE E70 OR E71T, 70ksi STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED.
22.
FABRICATION:
1)
CONFORM TO AISC 303, SECTION 8 & AISC 360 SECTION M2 & M5.
2)
STRUCTURAL WELDING & QUALIFICATIONS SHALL CONFORM TO THE AWS D1.1
23.
VERIFICATION
INSPECTION:
1)
STRUCTURAL WELDING INSPECTIONS & QUALIFICATIONS SHALL CONFIRM TO THE AWS D1.1. SEE WELDING NOTES & SPECIAL
INSPECTIONS FOR STRUCTURAL STEEL.
2
SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS & ADEQUACY RELATIVE TO THE CODE & THE WORK.
FURTHER SHOP SPECIAL INSPECTIONS MAY BE WAIVED IF THE FABRICATOR IS "AISC CERTIFIED" OR OTHERWISE "APPROVED" BY
THE AUTHORITY HAVING JURISDICTION PER IBC SECTION 1704.2.2 SEE SPECIAL INSPECTIONS FOR STRUCTURAL STEEL.
24.
ERECTION:
1)
CONFIRM TO AISC 303, SECTION 7 "ERECTION", SECTION 8 "QUALITY ASSURANCE." & AISC 360, SECTION M4.
2)
THE ERECTOR SHALL MAINTAIN DETAILED FABRICATION & ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT THE
WORK IS PERFORMED IN ACCORDANCE WITH AISC 360 SECTION M, AISC 303, & THE CONTRACT DOCUMENTS.
3)
STEEL WORK SHALL BE CARRIED UP TRUE & PLUMB WITHIN THE LIMITS DEFINED IN AISC 303, SECTION 7.13.
4)
STRUCTURAL WELDING TO CONFORM TO THE AWS D1.1 & APPLICABLE WELDING NOTES ABOVE.
5)
SPECIAL INSPECTOR SHALL INSPECT THE STEEL FRAMING TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONTRACT
DOCUMENTS INCLUDING MEMBER SIZE, LOCATION, BRACING & THE APPLICATION OF PROPER JOINT DETAILS AT EACH
CONNECTION.
25.
BRACING & SAFETY PROTECTION:
THE
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 & AISC 303
SECTION 7010 & 7.11.
26.
PROTECTIVE COATING REQUIREMENTS:
1)
SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 & AISC 303 SECTION 6.5 UNLESS A MULTI -COAT SYSTEM IS REQUIRED
PER THE PROJECT SPECIFICATIONS.
2)
INTERIOR STEEL:
a. UNLESS NOTED OTHERWISE, DO NOT PAINT STEEL SURFACES TO BE,
1. WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTION & NON-DESTRUCTIVE
TESTING REQUIREMENTS, IF ANY, ARE SATISFIED.
b. INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED
IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE
PROJECT SPECIFICATIONS.
27
29
30
f
32
WOOD
FRAMING LUMBER SHALL BE KILN DRIED OR MC-15 (MC-192), & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD
GRADING RULES FOR WEST COAST LUMBER NO. 16 (172), LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS (2x MEMBERS) HEM -FIR #2
BEAMS & STRINGERS DOUGLAS FIR #1
POSTS & TIMBERS DOUGLAS FIR #1
STUDS, PLATES & MISC. LIGHT FRAMING DOUGLAS FIR or HIM -FIR STAND. GRADE
TOP & BOTTOM PLATES @ BEARING & SHEAR WALLS DOUGLAS FIR #1 or CONST. GRADE
BOLTED STUDS, LEDGERS & PLATES HEM -FIR #2 or CONST. GRADE 2
2x6 STUDS HEM -FIR #2 or HEM -FIR CONST. GRADE 2
GLUE -LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK & SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF
CONFORMANCE.
ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb= 2,400 psi, Fv = 240 psi.
ALL CONT. & CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 psi, Fv = 240 psi.
LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN
IDENTIFICATION MARK.
ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb = 2,600 psi, Fv = 285 psi.
LAMINATED STRAND LUMBER (TIMBERSTRAND LSL) SHALL BE FABRICATED IN CONFORMANCE WITH CODE EVALUATION ICC ES
ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK.
ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.55E, Fb = 2,325 psi, Fv = 310 psi.
PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN
IDENTIFICATION MARK.
ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.OE, Fb = 2,900 psi, Fv = 290 psi
[DEFERRED SUBMITTAL] PREFABRICATED OPEN WEB WOOD TRUSSES (or COMBINATION WOOD & METAL) SHALL BE DESIGNED BY THE
MANUFACTURER FOR THE SPANS & CONDITIONS SHOWN ON THE PLANS & SHALL BE FURNISHED & INSTALLED IN CONFORMANCE WITH
THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC.,
SHALL BE DETAILED & FURNISHED BY THE MANUFACTURER.
SUBMIT SHOP DRAWINGS & DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT & THE STRUCTURAL
ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION.
DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON.
PERMANENT & TEMPORARY BRIDGING & BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS.
33. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE or STRUCTURAL II, EXTERIOR GLUE ORIENTED STRAND BOARD OF
EQUIVALENT THICKNESS, EXPOSURE 1 RATING & PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD.
SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX & NAILING REQUIREMENTS.
STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.
34. ALL WOOD PLATES & BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN
A.W.P.A. APPROVED PRESERVATIVE.
PROVIDE 2-LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., & CONCRETE OR
MASONRY.
35. TIMBER CONNECTORS CALLED OUT BY LETTERS & NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG.
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL or
GREATER LOAD CAPACITIES. PROVIDE NUMBER & SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE NAILS or BOLTS IN EACH MEMBER.
AS ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO TM A307. PROVIDE WASHERS UNDER THE HEADS & NUTS OF ALL BOLTS &
LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE.
ALL NAILS SHALL BE COMMON.
ALL SHIMS SHALL BE SEASONED & DRIED & THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED.
ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS.
ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS.
ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS.
TJI JOIST HANGERS PER MANUFACTURER TJI SHOP DRAWINGS (U.N.O.)
36. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS & ANY OTHER
CONNECTORS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD A-153 & HOT
DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A165, CLASS G-183. STAINLESS STEEL FASTENERS & CONNECTORS
SHOULD BE TYPE 304 OF 316 SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX 9158 (HOT DIPPED
GALVANIZED) & SST3000 (STAINLESS STEEL).
37. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS.
A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE
2304.10.1 OF THE INTERNATIONAL BUILDING CODE.
B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING @ 8'-0"o.c. max. SPACING & SOLID BLOCKING AT BEARING
POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED
OTHERWISE.
C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH & DOUBLE JOIST
HEADERS & DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS & ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE
& LOCATION OF ALL OPENINGS WITH ARCHITECTURAL & MECHANICAL DRAWINGS.
D. PROVIDE TWO 2x10 HEADERS OVER & DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED
OTHERWISE.
E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS & MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW.
F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT.
G. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0" IN LENGTH TO
SUPPORTS WITH ST22 STRAP EACH END.
H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE.
I. WALL FRAMING ALL STUD WALL SHOWN & NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS & 2x6
STUDS @ 16" o.c. AT EXTERIOR WALLS.
J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, & OTHER CONNECTING DEVICES REFER TO CATALOG
NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT DEVICES BY OTHER
MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES.
K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS & BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 6"o.c. STAGGERED.
L. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6" o.c.
STAGGERED UNLESS SHOWN OTHERWISE.
M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL
BUILDING CODE.
N. PLYWOOD ROOF SHEATHING & FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN
PERPENDICULAR TO SUPPORTS & NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES & OVER STUD WALLS SHOWN ON
PLANS & @ 12"o.c. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS @ 16"o.c. AT
UNBLOCKED ROOF SHEATHING EDGES.
PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS.
TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12"o.c. UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
0. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES.
P. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6"o.c.
STAGGERED or BOLTED TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS @ 4'-0"o.c. UNLESS SHOWN OTHERWISE.
Q. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED)
8d @ 6"o.c. AT SHEET EDGES
8d @ 12"o.c. AT INTERMEDIATE BEARING POINTS
R. 1. PROVIDE ABU POST BASE @ ISOLATED POSTS TO CONCRETE CONNECTION
2. PROVIDE (2)A35 CLIPS @ TOP & BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS
3. PROVIDE AC or LCE POST CAP @ ISOLATED POSTS TO BEAM CONNECTIONS
4. PROVIDE MIN. (2)A35 CLIPS @ POST TO BEAM CONNECTION (U.N.O.)
5. PROVIDE (2)CS16 x 30" AT ALL CUT DOUBLE TOP PLATES, TYPICAL.
S. PROVIDE (2)CS16 x 36" AT ALL CUT DOUBLE TOP PLATE, TYP.
T. ANCHORAGE:
EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE
INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. INSTALL IN
STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 507. RODS SHALL BE
ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR
EMBEDDED BAR TYPE & DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING
PROCEDURE, ANCHOR EMBEDMENT & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS
REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS.
EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING
"AT-XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO.
ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 147. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC
SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATIONS,
ADHESIVE IDENTIFICATIONS & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, & ADHERENCE
TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD
INSTALLATIONS.
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
ffri.& C44efer
BUILDING OFFICIAL
Jun 17 2024
APPROVED DATE
REVISION
Jun 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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