APPROVED ENG BLD PLN - BLD2020-1082+Architectural_Plan+10.13.2020_3.11.20_PMGENERAL NOTES
ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES
INCLUDING THE 2015 INTERNATIONAL RESIDENTIAL CODE AS WELL AS THE 2015
WASHINGTON STATE ENERGY CODE AS WELL AS THE CURRENT CITY OF
EDMONDS CODE.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DESIGN
DRAWINGS FOR BIDDING AND CONSTRUCTION. DRAWINGS INDICATE GENERAL
AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS
SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT.
REFER TO DIMENSIONS AND NOTES FOR SIZES AND LOCATIONS; DO NOT SCALE
DRAWINGS. DIMENSIONS ARE TO FACE OF STUD OR MASONRY WALL AND
CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE
PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND
THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO
PERFORM THE WORK.
CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITNG TO THE
PROJECT DESIGNER FOR APPROVAL PRIOR TO FABRICATION OR
CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT
SATISFY THIS REQUIREMENT.
EXISTING BUILDING (AS APPLICABLE)
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS
OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN.
SHORING AND BRACING SHALL BE INSTALLED TO SUPPORT EXISTING
CONSTUCTION AS REQUIRED BEFORE ANY STRUCTURAL MEMBERS ARE
REMOVED OR BEFORE ANY NEW LOADS ARE ADDED UNTIL PERMANENT
SUPPORT AND STIFFENING ARE INSTALLED.
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE
EXISTING STRUCTURE OR VEGETATION.
WHERE NEW CONCRETE OR REINFORCED MASONRY ABUT EXISTING CONCRETE
OR MASONRY, PROVIDE THREADED BARS INTO THREADED EXPANSION INSERTS
TO MATCH AND LAP HORIZONTAL REINFORCING UNLESS NOTED OTHERWISE ON
DRAWINGS.
CONTRACTOR SHALL CHECK FOR ROT OR INSECT INFESTATION AT ALL WALLS,
AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS. ALL ROT SHALL BE
REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS
DIRECTED BY THE ARCHITECT.
LIFE SAFETY
GUARDRAILS OR HANDRAILS SHALL BE PROVIDED ON ALL OPEN SIDES OF
STAIRS OR ELEVATED PLATFORMS. GUARDRAILS SHALL NOT BE LESS THAN 36"
HIGH. HANDRAILS SHALL BE BETWEEN 34" AND 38" ABOVE STAIR NOSING.
OPENINGS SHALL RESTRICT A 4" DIAMETER SPHERE FROM PASSING THROUGH.
HANDGRIPS SHALL NOT BE LESS THAN 1 1/4" NOR MORE THAN 2" IN
CROSS -SECTIONAL DIMENSION. RETURN HANDRAILS AT ENDS.
DOOR AND WINDOW NOTES
i
WINDOW SUPPLIER SHALL REFER TO EXTERIOR ELEVATIONS AND SCHEDULES N
FOR CONFIGURATION AND OPERATION OF ALL WINDOW AND DOOR UNITS.
MAINTAIN ALIGNMENTS AND FORMATS TO MEET DESIGN INTENT; ADJUST
ROUGH OPENINGS AS NECESSARY. SUBMIT SHOP DRAWINGS FOR APPROVAL.
ALL WINDOWS AND DOORS TO BE INSTALLED PER MANUFACTURER'S
REQUIREMENTS.
WINDOWS LABELED "EGRESS" ON DRAWINGS SHALL FULFILL FOLLOWING
REQUIREMENT: 5.7 SF MIN. NET CLEAR OPEN AREA; 20" MIN. CLEAR OPEN
WIDTH; 24" MIN. CLEAR OPEN HEIGHT; 44" MAX. SILL HEIGHT.
EXTERIOR DOORS SHALL HAVE MIN. '/2" THROW ON DEAD BOLT OR DEAD LATCH
AND VISITOR OBSERVATION PORT. WINDOWS WITHIN 10' OF GRADE OR
ACCESSIBLE DECK MUST BE CAPABLE OF BEING LOCKED. ALL LOCKS,
INCLUDING DOOR LOCKS, MUST BE ABLE TO BE OPENED WITHOUT THE USE OF
A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
WINDOWS WITHIN 24" OF A DOOR AND WITHIN 60" OF FLOOR, WINDOWS WITHIN
18" OF FLOOR, GLAZED DOORS, AND ALL SHOWER OR TUB ENCLOSURES SHALL
HAVE SAFETY GLAZING.
(STAIR RISERS SHALL BE 7 %" MAX.
■TREAD DEPTH SHALL BE 10" MIN. RISER
I HEIGHT AND TREAD DEPTH MUST NOT
.VARY BY MORE THAN 3/8". OPEN
!RISERS MORE THAN 30" ABOVE GRADE ■
SHALL NOT ALLOW THE PASSAGE OF A
�4" DIAMETER SPHERE. IRC R311.7.5.
(E)WALK 4AY TO BE
REPLAGED IN
EXISTING LOGATION
(t )GONGRETE WALK
34" HIGH GUARDRAIL
PER 2&3/A3
2
� rTN A3
1� T
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H
I GUARDRAILS SHALL BE MIN. 36" IN HEIGHT
■WHERE THE ADJACENT SURFACE OR ■
IGRADE IS 30" OR MORE BELOW. RAILINGS
3' 2"
■SHALL BE SPACED TO NOT ALLOW THE
I PASSAGE OF A 4" SPHERE. IRC R312.1 i
EXISTING
WINDOW z
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LB
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DN
�■—■—■—■—■—■—■—■—■—■—■—■-
r I HANDRAILS ARE REQUIRED AT STAIRS WITH FOUR
R=7.5"
■OR MORE RISERS. ALL HANDRAILS TO BE LOCATED
?EXISTING
T=12"
34" TO 38" ABOVE TREAD NOSING. OPEN SIDES OF
!STAIRS
MORE THEN 30" ABOVE ADJACENT FLOOR ■
ISHALL HAVE HANDRAILS & GUARDRAILS. THE
EXISTING
■ HANDGRIP PORTION SHALL HAVE A CROSS
WINDOW w
ISECTIONAL DIMENSION OF 1'/4" TO 2". IRC R311.7.8. J
FROFDOSED FLOOR PLAN
I/411 = I I_OII
PLAN NOTES
1.) ALL DIMENSIONS TO FACE OF FRAMING.
2.) GC TO VERIFY LOCATION OF EXISTING
FRAMING AND HEADERS.
WALL TYPES:
EXISTING WALL TO REMAIN
2 "D 1,4. GONT.
METAL HANDRAIL
WOOD FRAMED
HALF WALL WITH
COMPOSITE PANEL
SIDING
NORTH
DETAIL 3/A3
City Of Edmonds
Building Department
Work FRONT PORCH/WALKWAY
Address 386 SUNSET N
Owner MOUTSANIDES
Approved Date 10/27/2020
Building Official W. � v ALmix
Permit Number BLD2020-1082
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
RECEIVED
Oct 14 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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
Hardware and fasteners in contact with ■
' preservative -treated wood shall be of
hot -dipped zinc galvanized steel, ■
' stainless steel, silicon bronze or copper. I
In the absence of manufacturer's ■
' recommendations a minimum of ASTM A 653 I
t G185 ' t d 1 ' d 4-1
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.
l J ype zinc-coa a ga vanize s ee , or ENGINEERING DIVISION
■ equivalent, shall be used.
I IRC R317.3.1 IBC 2304.10.5.1 APPROVED AS NOTED
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* 'GACO—DECK' COATING VV
* 3/4" CROSS BANDED AC PLYWOOD
* 2x SLEEPERS
1 /4:12 * 3/4" T&G UNDERLAYMENT
PLYWOOD
* EXISTING PT 2X8 FRAMING
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EXISTING CONCRETE
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6 MIL. VAPOR BARRIER
THROUGHOUT CRAWLSPACE,
TYP.
BLD2020-1082
City of Edmonds
Building Department
APPROVED Plans
APPROVED
PLANS MUST BE
ON JOB SITE
APPROVED
BY PLANNING
Nov
19 2020
PER I FC R501.5 - DESIGNED TO RESIST
A 200 LB CONGENTRATED LOAD ON THE
TOP FAIL AND 50 PSF ON ALL
GUARDRAIL I NF I LL COMPONENTS, TYP.
V_
(4) Simpson SDWS2260ODB Timber Screws
with a rated allowable withdrawal design
value f 590 lbs. each
SECTION
SOLID
BLOCKING
SIMPSON SDWS2260ODB 5ill
TIMBER SCREWS 2
4 PLACES
1/2" X 1.5" GOLD -
FOLDED STEEL FRAME
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PLAN
�OUARDRA I L CONNECTION DETAIL
511
= 1'-0
II
STROBL
DESIGN LLC
3923 N 31 ST ST
TACOMA, WA 98407
PHONE: (206) 661-3622
`12358 REGISTERED
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OF WASHINGTON
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REVISIONS
BY
Date 10/13/2020
Scale 1/4" = 1'-0"
Drawn
Job
Sheet