APPROVED BLD ENG PLN-RESUB 2-Architectural_Plan+8.23.2022_11.58.28_AM+3067395r- — - — - — - — - — - — - — - — - - -----------------------------------------------
SEPARATE
I PLUMBING PERMIT Interconnected Smoke Alarms Are A Requirement;
REQUIRED FOR THIS PROJECT. k Of This Permit In Accordance With R314.2.2
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OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
Lang Residence Permit Revision #2: 08.22.22
PROJECT TEAM:
CITY OF EDMOND ZONING REQUIREMENTS:
OWNER
Zoning: RS-8
John Wesley Lang
Sara Eleizabelh Lang
Occupancy: R-3 Single Family Dwelling
Q
19637 80th PL. W.
Edmonds WA 98026
T. 206.390.0847
Min Lot size: 8,000 SF
SCOPE OF WORK:
E. wesandsara@comcaat.net
Setbs ka:
Front: 21'
The Proposed Project Consists of Adding New Master Bedroom & Bathroom with Extension of Existing Bedrooms. Remodel of Existing
1 Rear: 25'
A
Bathroom with other Interior Modifications with Associated Electrical, Plumbing and Mechanical.
Side: 7-1/2'
DESIGN TEAM
APN: 00506400000900
DBSIgD + Architecture
Max. Building Height: 25'
LOT AREA: 0.27 Acre.
Tu
19219 51 st. Ave. NE
1921 51 st. A
21.15.110)
Max. Coverage: 35 % all buildings stru
Total ground coverage of all buildings or structures an a site measured from the outside of
LEGAL DESCRIPTION:
Lake Forest Park, WA. 98155
external walls or supporting members or from a point two and one-half feel in from the outer
•
T. 425.395.4861
edge of a cantilevered roof, whichever covers the greatest area.
MAPLEWOOD GROVE 2 BLK 000 D-00-LOT 9
E. t@tuviapoliskin.com
PARKING: 2 Spaces
STRUCTURAL ENGINEER
PSE
CODE REQUIREMENTS:
Todd Phillips
P.O. Box 108
2021 CITY OF EDMONDS MUNICIPAL CODE
Milton, WA 98354
2018 INTERNATIONAL BUILDING CODE (IBC) -WAC 51-50
T. 253.344.1666
20181NTERNATIONAL RESIDENTIAL CODE (IRC)
E. lodd@phillipsse.com
20181NTERNATIONAL MECHANICAL CODE (IMC)- WAC 5152
2018 INTERNATIONAL FIRE CODE (IFC) - WAC 51-54A
SURVEYOR
2018 UNIFORM PLUMBING CODE & STANDARDS (UPC) - WAC 51-56
4 Site Surveying
Chris Fox
2018 WASHINGTON STATE ENERGY CODE (WSEC) - WAC 51-11 R AND A
4227 S. Meridian St. C445
Puyallup, WA 98373
T. 2s!tesu.446.2166eyin
E. 4sitesurveying@comwst.net
All construction to be performed in accordance with the most current issue of the following
I» 9
codes: International Building Code, the Washington Slate Energy Code, the Indoor Air
Quality and Ventilzation Code, and Local Codas/amendments as applicable.
Vicinty Map:
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and Child Care
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19637 Stith PI W.
Edmonds. WA 98026
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City Of Edmonds
Building Department
...........................................................
Work ADDITION AND REMODEL
-------------------------------------------------------
.-------------------------------------------------------
Address 19637 80TH PL W
-------------------------------------------
Owner LANG
-----------------
Approved Date
09/06/2022
-------------------
Building Official �e��� ,5100'w e�G4
----------------
Permit Number BLD2022-0628
APPROVED BY PLANNING
Tt"�yg--�
Aug 30 2022
ENGINEERING DIVISION
APPROVED.
08/31 /2022
PROJECT CALCULATION
Lot Size: 11,805 SF
Existing Buildings:
Single Family Dwelling: 1,719 SF
Garage: 441 SF (No Change)
New Single Family Dwelling w/ Addition: 2,071 SF
Single Family Dwelling:
(E) 1,719 SF
N) 352 SF
Building Height:
Existing: 15'-0"
Proposed: 15'-0"
LOT COVERAGE:
Existing: 2,567 SF = 22% (Includes Covered Patio)
Proposed: 2,928 SF = 25% (Includes (E) Covered Patio)
PARKING:
Provided: 2 Spaces
See also Side Sewer Permit
ENG2022-0446
DRAWING INDEX:
2�IA 0.00 COVER SHEET
IL 51 SURVEY
AARCHITECTURAL DRAWINGS:
A0.1 GENERAL NOTES
Q A0.2 WA STATE ENERGY FORMS
A1.0 NEW SITE PLAN, ROOF PLAN
A1.1 EXISTING FLOOR PLAN
A1.2 DEMOLITION FLOOR PLAN
A1.3 EXISTING ELEVATIONS & SECTION
Q A2.0 NEW HOUSE FLOOR PLAN
2 A2.1 NEW BASEMENT FLOOR PLAN
A2.2 NEW RCP/ ELECTRICAL PLAN
A3.0 NEW ELEVATIONS
A3.1 NEW BUILDING SECTIONS & WALL SECTIONS
G0.1 SCHEDULES
G0.5 WINDOW & SIDING DETAILS
G0.6 TYPICAL DETAILS
STRUCTURAL DRAWINGS
SO GENERALNOTES
S1 FOUNDATION PLAN
S2 MAIN FLOOR SHEAR WALLS, HOEDOWNS &STRUCTURE
S3 ROOF FRAMING
SD-1 STRUCTURAL DETAILS
ALot Coverage Diagram
It 404 ._.......
�—ERICF--
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!,
RESUB
Aug 23 2022
CITY OF EDMONDS
EVELOPMENT SERVICES
Permit Set 05.10.22
Permit Revision #1 07.23.22
Permit Revision #2 08.22.22
SCALE:
CHECKED BY: TT
JOB NO: LR01
SHEET
O M O O
I. REGULATORY AGENCIES
1. ALL WORK SHALL CONFORM TO THE MOST CURRENT, APPLICABLE LOCAL AND NATIONAL CODES, INCLUDING
BUT NOT LIMITED TO: INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC),
INTERNATIONAL MECHANICAL CODE (IMC), INTERNATIONAL PLUMBING CODE (IPC), NATIONAL ELECTRIC CODE
(NEC), AND WASHINGTON ENERGY STANDARDS.
2. COMPLY WITH THE WASHINGTON ENERGY COMMISSION'S CERTIFICATION REQUIREMENTS FOR PLUMBING,
TRIM, WATER HEATERS, FURNACES, AND APPLIANCES.
3. ALL ELECTRICAL FIXTURES SHALL BE INSTALLED TO MEET U.L. AND N.E.C. REQUIREMENTS, AS WELL AS STATE
AND LOCAL CODES.
4. STORAGE, DISPENSING AND/ OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GASES, AND
HAZARDOUS CHEMICALS SHALL COMPLY WITH THE UNIFORM FIRE CODE REGULATIONS.
5. SUBMIT FIRE PROTECTION PLANS TO THE FIRE CHIEF FOR REVIEW AND STAMP OF APPROVAL FOR FIRE CODE
REQUIREMENTS.
6. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODE OR AUTHORITIES TO ALL CONCEALED
SPACES, VOIDS, ATTICS, AND SO ON. VERIFY THE TYPE REQUIRED WITH THE ARCHITECT PRIOR TO
INSTALLATION.
7. ALL INSTALLATION MATERIALS MUST BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD AND SMOKE
DENSITY REQUIREMENTS.
8. BUILDING INSULATION TO BE CERTIFIED BY THE MANUFACTURER TO MEET THE WASHINGTON STANDARDS FOR
INSULATING MATERIALS.
9. ALL EXTERIOR DOORS AND WINDOWS SHALL BE DESIGNED TO LIMIT AIR LEAKAGE PER THE ENERGY
CONSERVATION STANDARDS.
10. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL PERMITS AND APPROVALS HAVE BEEN CLEARED
WITH APPROPRIATE AGENCIES PRIOR TO THE START OF CONSTRUCTION. NO CONSTRUCTION OR FABRICATION
OF ANY ITEMS SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER
DOCUMENTATION FROM ALL THE PERMITTING AND OTHER REGULATORY AUTHORITIES. FAILURE OF THE
CONTRACTOR TO FOLLOW THESE PROCEDURES SHALL CAUSE THE CONTRACTOR TO ASSUME FULL
RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY REGULATORY
AUTHORITIES.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AS HOLDER OF PERMITS, TO NOTIFY THE BUILDING
OFFICIAL WHEN WORK IS READY FOR INSPECTION. REQUEST SHALL BE IN ACCORDANCE WITH REGULATORY
AGENCIES' REQUIREMENTS. INSPECTORS SHALL HAVE COMPLETE ACCESS TO ALL WORK.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES REQUIRED FOR INSPECTIONS.
13. WORK NOT READY FOR INSPECTION THAT REQUIRES RE -INSPECTION DUE TO IMPROPER PLACEMENT OF WORK
BY CONTRACTOR, OR DUE TO INCOMPLETE WORK, SHALL REQUIRE THAT THE CONTRACTOR PAY FOR
RE -INSPECTION SERVICES OR FEES, IF REQUIRED.
14. RECORD OF INSPECTIONS SHALL BE MAINTAINED ON THE JOB SITE IN ACCORDANCE WITH REGULATORY
AGENCY REQUIREMENTS.
II. PREPARATION FOR CONSTRUCTION
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLETELY FAMILIARIZE HIMSELF/ HERSELF WITH
THESE DRAWINGS AND THE SITE CONDITIONS, AND TO VERIFY ALL DETAILS WITH THE OWNER PRIOR TO THE
START OF CONSTRUCTION.
2. DO NOT SCALE DRAWINGS.
3. DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. WHERE REQUIRED,' MINIMUM CLEAR'
DIMENSIONS HAVE BEEN NOTED, SEE COVER SHEET FOR GRAPHIC EXPLANATION.
4. ANY DISCREPANCY OR ERROR IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND
OWNER PRIOR TO THE COMMENCEMENT OF WORK.
5. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS,
AND TYPICAL DETAILS OF CONSTRUCTION. WORK NOT EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION
SIMILAR TO PARTS THAT ARE DETAILED. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR
RESOLUTION.
6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE
SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND HE/SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD
REPRESENTATIVES OF THE ARCHITECT AND HIS CONSULTANTS DO NOT INCLUDE INSPECTION OF THE
PROTECTIVE MEASURES OR THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION. ANY SUPPORT
SERVICES PROVIDED BY THE ARCHITECT AND HIS CONSULTANTS DURING CONSTRUCTION SHALL BE
DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY
OTHERS. THESE SUPPORT SERVICES, WHICH ARE FURNISHED BY THE ARCHITECT AND HIS CONSULTANTS,
WHETHER OF MATERIAL OR WORK AND WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF
CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN
ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE
CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
7. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT SHOWN OR NOTED, THEN THEIR
CONSTRUCTION SHALL BE OF THE SAME GENERAL CHARACTER AS SIMILAR CONDITIONS SHOWN OR NOTED.
8. THEARCHITECT AND OWNER WILL NOT BE RESPONSIBLE FOR AMBIGUITIES AND OMISSIONS NOT BROUGHT TO
THEIR ATTENTION.
9. BY SUBMITTING A BID, THE BIDDER AGREES AND WARRANTS THAT HE/SHE HAS EXAMINED THE DRAWINGS AND
FOUND THAT THEY ARE ADEQUATE FOR PROPER COMPLETION OF THE PROJECT.
10. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT
WORKMAN 'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE WITH
THE WASHINGTON LABOR CODE.
11. THE CONTRACTOR IS TO PROVIDE COMPLETE FIRE PROTECTION SHOP DRAWINGS, CATALOG CUT SHEETS, AND
CALCULATIONS TO THE ARCHITECT PRIOR TO SUBMITTALS TO GOVERNING JURISDICTIONS.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD MEASUREMENTS BEFORE ORDERING
MATERIALS AND PREFABRICATED ITEMS. ANY NECESSARY ADJUSTMENTS BETWEEN FIELD MEASUREMENTS
AND DRAWINGS SHALL BE MADE IN ACCORDANCE WITH THE DECISION OF THE ARCHITECT AND/OR OWNER.
13. INSPECTION OF SITE: THE CONTRACTOR AND HIS/HER SUBCONTRACTORS SHALL VISIT THE SITE AND SATISFY
THEMSELVES AS TO EXISTING CONDITIONS, THE CONDITION UNDER WHICH THEY WILL BE REQUIRED TO
OPERATE, AND THAT WILL EFFECT THEIR WORK UNDER THE CONTRACT. NO CLAIMS FOR EXTRAS DUE TO
THEIR INABILITY TO ANTICIPATE EXISTING CONDITIONS WILL BE ALLOWED.
14. SCOPE OF WORK: ALL LABOR, MATERIALS, FABRICATION, EQUIPMENT, APPLIANCES, APPURTENANCES,
TRANSPORTATION, AND SERVICES REQUIRED FOR CONSTRUCTION, ERECTION, AND INSTALLATION OF ALL OF
THE VARIOUS WORK INDICATED ON THE DRAWINGS AND/OR SPECIFIED UNDER EACH OF THE SPECIFICATION
SECTIONS. ANY SITE DEMOLITION AND REMOVAL OF ANY MATERIAL, RUBBISH, OR DEBRIS ABOVE OR BELOW
GRADE. ALL EARTHWORK AND FOUNDATION WORK.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING FACILITIES ON OR ADJACENT TO THE PREMISES,
WHETHER SHOWN ON DRAWINGS OR NOT. IN THE EVENT OF DAMAGE, SUCH ITEMS SHALL BE IMMEDIATELY
REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE, TO THE SATISFACTION OF THE ARCHITECT
AND/OR OWNER.
16. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND REQUEST FIELD LOCATION MARKINGS OF
FACILITIES PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. WHERE POTENTIAL CONFLICT WITH
UNDERGROUND UTILITIES MAY CONSTITUTE A SAFETY HAZARD OR INTERFERE WITH THE PROGRESS OF THE
WORK, SUCH FACILITIES SHALL BE HAND EXCAVATED TO DETERMINE THEIR PRECISE LOCATION. SUCH
FACILITIES INCLUDE, BUT ARE NOT LIMITED TO: PLUMBING, SEWERS, ELECTRICAL LINES, NATURAL GAS, AND
TELEPHONE LINES.
17. ALL NOISE BARRIER BATTS (SOUND INSULATION) SHALL BE INCOMBUSTIBLE.
18. SITE GRADING INCLUDES DEMOLITION OF ANY EXISTING STRUCTURES ABOVE OR BELOW EXISTING GRADE,
EXCAVATIONS, AND GRADING OF SITE TO ELEVATIONS SHOWN ON GRADING/DRAINAGE PLAN AND FOUNDATION
PLAN. EXCESS SOIL MATERIAL INCLUDING TREES AND VEGETATION AND DEBRIS FOUND DURING EXCAVATION
SHALL BE REMOVED FROM THE SITE AND HAULED TO THE NEAREST PLACE ACCEPTING FILL MATERIAL.
CONSULT OWNER REGARDING STORAGE OF TOPSOIL ON SITE FOR OWNER'S USE. CONTRACTOR SHALL
NEGOTIATE TERMS AND PAY DISPOSAL OF EXCESS SOIL AT NO ADDITIONAL COST TO OWNER.
19. THE CONTRACTOR SHALL PROVIDE FOR: (1) TEMPORARY FENCED PROTECTION OF GROUPS OF TREES AND
SHRUBS ADJACENT TO THE CONSTRUCTION AREA. (2) THE REPLACEMENT OF TREES, SHRUBS, OR
GROUND -COVER BY APPROPRIATE PLANTING, UNDER THE DIRECTION OF THE LANDSCAPE CONSULTANT OR
ARCHITECT. (3) UPON COMPLETION OF MAJOR CONSTRUCTION, THE RESTORATION OF THE SITE TO ITS
ORIGINAL NATURAL CONDITION, INCLUDING APPROVED REVEGETATION AND THE REMOVAL OF THE
PROTECTIVE FENCES.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE WORK IN ACCORDANCE WITH THE PROPERTY
LINES AND ELEVATIONS PER THE SURVEY DRAWING AND GRADING/DRAINAGE PLAN.
21. CONTRACTOR TO PROVIDE FULL HEIGHT, PAINTED, TEMPORARY BARRICADES AS REQUESTED TO PREVENT
THE PASSAGE OF DUST AND FUMES TO PUBLIC AREAS AND TO PROTECT THE PUBLIC FROM CONSTRUCTION
ACTIVITIES.
22. CONTRACTOR TO COORDINATE ALL PLUMBING, GAS, ELECTRICAL, SPRINKLER, AND HVAC SYSTEMS FOR
COMPATIBILITY WITH THE PROPOSED DESIGN PRIOR TO COMMENCEMENT OF CONSTRUCTION.
23. CONTRACTOR TO VERIFY ALL ELECTRICAL, PLUMBING, AND HVAC REQUIREMENTS FOR EXISTING OR SPECIFIED
EQUIPMENT PRIOR TO CONSTRUCTION. ADDITIONALLY, CONTRACTOR SHALL CONFIRM EQUIPMENT LIST WITH
THE ARCHITECT BEFORE COMMENCEMENT OF WORK.
24. CONTRACTOR TO VERIFY ANY EQUIPMENT EXISTING OR SPECIFIED FOR COMPATIBILITY WITH ELECTRICAL
VOLTAGE/PHASE, AND OTHER UTILITIES.
25. VERIFY EXACT LOCATION OF PLUMBING AND PIPING WITH PLUMBING CONTRACTOR.
26. VERIFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT, DUCTS, GRILLES, REGISTERS, FLUES, AND VENTS
WITH THE MECHANICAL CONTRACTOR OR ARCHITECT.
27. PROVIDE REQUIRED BLOCKING AND BACKING FOR ALL RAILINGS, PANELS, CABINETS, SHELVING, AND TOILET
ACCESSORIES.
28. T2 SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, HANDLING, PRESENCE, DISPOSAL, REMOVAL OF, OR
EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT
LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BEPHENYL (PCB), OR OTHER TOXIC
SUBSTANCES. SUCH WORK, IF REQUIRED, SHALL BE COMPLETED UNDER SEPARATE CONTRACT.
III. QUALITY & JOB MANAGEMENT
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL THE TRADES.
2. ALL WORK SHALL EQUAL OR EXCEED ALL CURRENT APPLICABLE BUILDING, ELECTRICAL, PLUMBING, MECHANICAL,
SAFETY, ZONING CODES, AND ORDINANCES.
3. CONTRACTOR AND SUBCONTRACTORS MUST PERFORM ALL WORK TO MEET CURRENT CODES AND REQUIREMENTS OF
PREVAILING JURISDICTIONS, EVEN WHEN SUCH CONFORMANCE IS INCONSISTENT WITH THESE DRAWINGS. ARCHITECT
SHALL BE NOTIFIED IF SUCH CHANGES ARE REQUIRED.
4. THE CONTRACTOR SHALL CONSULT THE INTERIOR FINISH SCHEDULE FOR ALL INTERIOR MATERIALS, COORDINATION,
CABINETS, ETC.
5. ALL ITEMS OF MILLWORK SHALL BE CAREFULLY ERECTED WITH TIGHT FITTING JOINTS, CAREFULLY CUT AND SECURED.
EXPOSED NAILS SHALL BE SET IN PUTTY. BEFORE INSTALLATION, ALL MILLWORK SHALL BE BACK PRIMED AND
PROTECTED AGAINST DAMPNESS. MOLDS AND FACES SHALL BE CLEAN CUT AND TRUE PATTERN. ALL WORK SHALL BE
THOROUGHLY CLEANED AND SANDED TO RECEIVE THE FINISH. SHARP CORNERS OF SMALL MEMBERS OF FINISH
6. WOODWORK SHALL BE SLIGHTLY ROUNDED.
7. ALL FRAMING SHALL BE INSTALLED CLOSELY FITTED, ACCURATELY SET IN PLACE TO THE REQUIRED LINES AND
LEVELS AND SHALL BE OF THE DIMENSIONS SHOWN ON DRAWINGS. DO NOT IMPAIR STRUCTURAL MEMBERS BY
IMPROPER CUTTING OR DRILLING.
8. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL
DUCTS, PLUMBING, ELECTRICAL, AND FIRE SPRINKLER WORK.
9. ALL PROPRIETY PRODUCTS NOTED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS' RECOMMENDATIONS AND HAVE PRIOR APPROVAL FROM THE LOCAL GOVERNING AGENCIES.
10.DRAW INGS ARE NOT TO BE, NOR ARE THEY INTENDED TO BE A COMPLETE REPRESENTATION OF ALL PARTICULARS
RELATING TO ALL CODES. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PERFORMING ALL WORK REQUIRED TO
OBTAIN NECESSARY APPROVALS FROM PREVAILING JURISDICTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR
PERFORMING ALL WORK NECESSARY TO ADHERE TO THE DESIGN INTENT OF THE DRAWINGS., WHETHER NOTED OR
NOT. IF DESIRED INTENT IS UNCLEAR, CONTRACTOR SHALL NOTIFY ARCHITECT.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A REASONABLY NEAT AND ORDERLY SITE DURING
CONSTRUCTION; HE/SHE SHALL LEAVE THE SITE CLEAN, REMOVING ALL EQUIPMENT, TEMPORARY BUILDINGS, FENCES,
PACKING MATERIALS AND DEBRIS.
12.THE CONTRACTOR IS RESPONSIBLE FOR EVACUATION SAFETY PER WASHINGTON STATE LAW.
13.THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS, AND THE
CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD OWNER, ARCHITECT, STRUCTURAL ENGINEER,
AND SOIL ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR
WORK ON THIS PROJECT.
14.NO MATERIALS SHALL BE STORED ON PUBLIC PROPERTY UNLESS AN ENCROACHMENT PERMIT IS FIRST OBTAINED
FROM THE PUBLIC WORK DEPARTMENT.
15.THE ARCHITECT AND THE ENGINEER WILL MAKE PERIODIC VISITS TO THE JOB SITE TO OBSERVE THE PROGRESS OF
THE WORK. THE ARCHITECT AND ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR ACTS OR OMISSIONS OF THE CONTRACTOR,
SUBCONTRACTORS OR ANY PERSONS PERFORMING ANY OF THE WORK OR FOR FAILURE OF ANY OF THEM TO CARRY
OUT THE WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS.
16.ALL SURFACES TO BE PAINTED SHALL RECEIVE A MINIMUM OF 2 FINISH COATS, U.O.N.
IV. CHANGES TO WORK & SUBMITTALS
1. CHANGES OR MODIFICATIONS TO THE WORK DURING CONSTRUCTION SHALL BE RECORDED WITH THE APPROPRIATE
REGULATORY AGENCIES, AND APPROVALS FROM SUCH AGENCIES SHALL BE OBTAINED PRIOR TO MAKING SUCH
CHANGES. REGULATORY AGENCIES SHALL BE NOTIFIED BY THE CONTRACTOR OF ALL SUCH CONSTRUCTION
CONTRACT CHANGES AFTER PERMITS ARE ISSUED.
2. THE ARCHITECT SHALL BE INFORMED IN WRITING OF ALL CHANGES OR SUBSTITUTIONS MADE TO THESE PLANS AND
SPECIFICATIONS. THE ARCHITECT SHALL HAVE NO IMPLIED OR ASSUMED RESPONSIBILITY FOR CHANGES
IMPLEMENTED WITHOUT THE ARCHITECT'S PRIOR APPROVAL.
3. THE CONTRACTOR SHALL INSPECT ALL WORK PREVIOUSLY PREPARED OR INSTALLED BY OTHERS BEFORE APPLYING
THE SUBSEQUENT MATERIALS OR FINISHES. IF AN UNSATISFACTORY CONDITION IS FOUND, THE CONTRACTOR WILL
NOTIFY THE ARCHITECT, AND WILL NOT PROCEED UNTIL THE DEFECTIVE WORK HAS BEEN CORRECTED. THIS QUALITY
CONTROL INCLUDES ON -SITE INSPECTION DEVICES AS REQUIRED BY SPECIFICATIONS.
4. A COLOR SCHEDULE WILL BE ISSUED BY THE ARCHITECT. THE CONTRACTOR, SUBCONTRACTOR, AND MATERIAL
SUPPLIERS SHALL COOPERATE IN FURNISHING REQUIRED COLOR SAMPLES TO AID IN FINAL SELECTIONS. WHERE
SPECIAL COLORS ARE SELECTED BY THE ARCHITECT AND OWNER, THE CONTRACTOR SHALL FURNISH ACCURATE
REPRODUCTIONS OF THESE COLORS, ON THE ACTUAL MATERIAL TO BE FURNISHED FOR THE PROJECT, FOR REVIEW.
5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SAMPLES WHERE CALLED FOR ON DRAWINGS, AS SPECIFIED.
APPROVAL SHALL BE OBTAINED BEFORE COMMENCING FABRICATION. ARCHITECTS APPROVAL OF DRAWINGS OR SHOP
DRAWINGS SHALL NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OR DERIVATIONS FROM DRAWINGS
OR SPECIFICATIONS, UNLESS HE HAS IN WRITING CALLED THE ARCHITECTS ATTENTION TO DERIVATIONS AT TIME OF
SUBMISSION.
6. SHOP DRAWINGS: SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE
ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN
THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST ARCHITECTURAL DRAWINGS. THE CONTRACTOR
SHALL SUPPLY THE ARCHITECT/ENGINEER WITH A MINIMUM OF TWO COPIES OF CHECKED SHOP DRAWINGS BEARING
THE CONTRACTOR'S STAMP OF APPROVAL AND SIGNATURE, A MINIMUM OF THREE WEEKS PRIOR TO FABRICATION. THE
REVIEW OF SHOP DRAWINGS AND SPECIFICATIONS BY THE ARCHITECT/ENGINEER IS ONLY FOR GENERAL COMPLIANCE
WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT
GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT, COMPLETE, NOR DOES IT INFER THAT THEY
SUPERSEDE THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. NO PORTION OF THE WORK REQUIRING A SHOP
DRAWING OR SAMPLE SUBMISSION SHALL COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE
ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND
SAMPLES. THE ARCHITECT SHALL NOT PROCEED WITH THE REVIEW OF SHOP DRAWINGS FOR A SPECIFIC SECTION OF
SPECIFICATIONS UNLESS THE SHOP DRAWINGS FOR THAT SECTION AND ALL RELATED AND CONTIGUOUS SECTIONS OF
WORK ARE SUBMITTED IN THEIR ENTIRETY SIMULTANEOUSLY. THE REVIEW AND ACCEPTANCE OF A PART OF THE SHOP
DRAWINGS SHALL NOT IMPLY THE ACCEPTANCE OF THE SHOP DRAWINGS, IN WHOLE OR IN PART.
7. SUBSTITUTIONS: WHEN A MATERIAL OR ARTICLE IS SPECIFIED OR INDICATED BY NAME OF PRODUCT OR
MANUFACTURER, IT SHALL HAVE PROPRIETOR STATUS. OTHER MATERIALS OR ARTICLES MAY BE SUBSTITUTED IF IN
THE OPINION OF THE ARCHITECT AND OWNER, THE MATERIAL OR ARTICLE IS EQUAL TO THAT SPECIFIED. REQUEST
FOR SUBSTITUTIONS SHALL NOT DELAY WORK. CONTRACTOR SHALL COORDINATE ACCEPTED SUBSTITUTIONS
WITHOUT ADDITIONAL COST TO OWNER. ALL SUBSTITUTIONS MUST HAVE WRITTEN PERMISSION. COLOR SAMPLES OF
ALL MATERIALS THAT AFFECT THE AESTHETICS OF THE DESIGN MUST BE SUBMITTED. WHEN A MANUFACTURED
PRODUCT IS NOT SPECIFIED, CONTRACTOR WILL UTILIZE THE HIGHEST QUALITY PRODUCT AVAILABLE ON THE MARKET
IN THE MIDDLE PRICE RANGE. CONTRACTOR SHALL ON NO ACCOUNT USE LOWER END PRODUCTS AT THE BOTTOM
PRICE RANGE WHEN BETTER QUALITY PRODUCT IN THE MIDDLE PRICE RANGE EXISTS.
8. ONLY DRAWINGS, SPECIFICATIONS, ADDENDA, AND CHANGE ORDERS BEARING APPROVAL OF OWNER SHALL BE USED
IN THE EXECUTION OF WORK PERMITTED ON JOB SITE.
9. ADDENDA WILL BE ISSUED DURING BIDDING TO CLARIFY DRAWINGS (AND SPECIFICATIONS) AS REQUIRED, THESE WILL
BECOME A PART OF THE CONTRACT - CONSULT ARCHITECT.
V. COMPLETION
I. ALL WORK SHALL BE CLEAN AND READY FOR USE UPON COMPLETION. TEMPORARY TAPES, WRAPPING, COATING, PAPER LABELS
AND OTHER ITEMS SHALL BE REMOVED. EXPOSED AND SEMI -EXPOSED SURFACES SHALL BE DUSTED, MOPPED, WASHED, WIPED,
AND BUFFED AS NECESSARY TO LEAVE WORK IN A NEW, CLEAN, IMMACULATE CONDITION.
2. PROVIDE FINAL CLEANING AND POLISHING OF FINISH HARDWARE BRIGHT AND ANODIZED METAL FINISHES GLASS MIRRORS
AND PLUMBING FIXTURES, INCLUDING OTHER SWEEPING, DUSTING, ETC.; ASSEMBLE GUARANTEES, OPERATIONS AND
MAINTENANCE INSTRUCTIONS, ETC.; AND DELIVER TO OWNER.
3. CLEANING METHODS FOR PROPRIETY MATERIALS SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
CLEANING SOLUTIONS, AGENTS, SOLVENTS, WAXES, OR OTHER MATERIALS SHALL BE ONLY AS APPROVED BY MANUFACTURER OF
THE MATERIAL INSTALLED IN THE WORK.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING OWNER(S) WITH RECORD CONSTRUCTION/AS-BUILT SET OF DRAWINGS AFTER
COMPLETION OF PROJECT.
&
AND
@
AT
P/
DIAMETER OR ROUND
ABV.
ABOVE
- - -
A.C.
AIRCONDITIONING
- -
A.C.T.
ACOUSTICAL CEILING TILE
ADJ.
ADJACENT OR ADJUSTABLE
A.F.F.
ABOVE FINISHED FLOOR
ALT.
ALTERNATE
A.P.
ACCESS PANEL
APPROX.
APPROXIMATE
ARCH.
ARCHITECT(URAL)
BLDG.
BUILDING
70454 ---
BLKG.
BLOCKING
REOIS7ER'D
BD.
SM.
BOARD
BEAM
CHITL-CT
1
BOT.
BOTTOM
TJ� RE'JERIC POLISKIN
CAB.
C.G.
CABINET
CORNER GUARD
5fATE0FWASHING70N
C.J.
CONTROL JOINT
C.L.
CENTER LINE
CLR.
CLEAR
CLG.
CEILING
CLO.
CLOSET
C.O. CLEANOUT OR CASED OPENING
C.M.U.
CONCRETE MASONRY UNIT
CONC.
CONCRETE
CONST.
CONSTRUCTION
CONT.
CONTINUOUS
s'
COL.
COLUMN
CPT.
CARPET
C.T.
COLLAR TIE
C.S.
CONTRACTOR SUPPLIED,
C.I.
CONTRACTOR INSTALLED
C.W.
COLD WATER
D.
DRYER
DTL
DETAIL
DIAM.
DIAMETER
DIM.
DIMENSION
DR
DOOR
DWG.
DRAWING
D.F.
DOUGLAS FIR OR DRINKING FOUNTAIN
DISP.
DISPENSER
EXIST.
EXISTING
R E S U B
EA
EA
EACH
EL., ELEV.
ELEVATION
E
E.P..P.
ELECTRICAL
ELECTRICAL PANELBOARD
Aug 23 2022
EQ.
EQUAL
EQUIP.
EQUIPMENT
CITY OF EDMONDS
EXT.
EXTERIOR
EVELOPMENT SERVICES
npPARTMFNT
F.B.O.
FURNISHED BYOTHERS
F.D. FLOOR DRAIN
F.F.
FINISHED FLOOR
FT.
FEET
FLR.
FLOOR
FLUOR.
FLUORESCENT
F.O.F.
FACE OF FINISH
F.O.S.
FACE OF STUD
FIN.
FINISH(ED)
F.S.E.C.
FOOD SERVICE EQUIP. CONTRACTOR
F.R.P.
FIBERGLASS REINFORCED PANEL
F.O.
FACE OF
GA.
GAUGE
G.C.
GENERAL CONTRACTOR
G.F.R.C.
GLASS FIBER REINFORCED CONCRETE
GL.
GLAZING, GLASS
G.S.M.
GALVANIZED SHEET METAL
Q
GYP.
G.W.B.
GYPSUM
GYPSUM WALL BOARD
>
HDWR.
HARDWARE
HORIZ.
HORIZONTAL
-�
I.E.
INSIDE EDGE
C
Ct
INT.
INTERIOR
C
' ' C
INSUL.
INSULATION
O C: -0
K.E.C.
KITCHEN EQUIPMENT
LL r LLJ
CONTRACTOR
MAX,
MAXIMUM
�
MECH.
MECHANICAL
OC
MIN.
MINIMUM
C N a-
MTD.
MOUNTED
MTRL.
MTL.
MATERIAL
METAL
LL O
C 00
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r
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NOT IN CONTRACTco
++
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NOT TO SCALE
co
O
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Q J
O.C.
ON CENTER
O.E.
OUTSIDE EGDE
O.S.C.I
OWNER SUPPLIED,
CONTRACTOR INSTALLED
P.B.O.
PROVIDED BY OWNER
PL
PLATE
a -No
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PLASTIC LAMINATE
PLYWD.
PLYWOOD
sHffr rvo.
PTD.
PAINTED
Issue Name Date
O
KEY NOTE:
SECTION REFERENCE
SEE LEGEND ON DRAWINGS
AS
REF.
R
REFRIGERATOR
REGISTER
Permit Set 05.10.22
FOR EXPLANATION OF EACH NOTE.
R.DD .
ROOF DRAIN
DATUM REFERENCE:
R.O.
ROUGH OPENING
ELEVATION, WORK OR CONTROL
I
ELEVATION REFERENCE
SAF
SEC.
SELF ADHERING FLASHING
SECTION
DOOR SYMBOL:
AS
SHT.
SHEET
O
DOOR MARK OR SEQUENCE
2
SIM.
SL./SKYEY.
SIMILAR
SKYLIGHT
NUMBER
SQ.
SQUARE
I
O
COMBINED INTERIOR
ST.STL./ S.S.
STAINLESS STEEL
O
WINDOW SYMBOL:
ELEVATION MARKER
S.S.D.
SEE STRUCTURAL DRAWINGS
WINDOW MARK OR
4
SEQUENCE NUMBER T. TREAD
DETAIL/SECTION
T&G
TONGUE AND GROOVE
FI
AI
REFERENCE
T.B.D.
TO BE DETERMINED
FINISH NOTE REFERENCE
TEL.
TELEPHONE
TEMP.
TEMPERED
P-I PLUMBING SYMBOU REFERENCE ( THRU THROUGH
�I
I
T.O.
TOP OF
A
I
ENLARGED
TYP.
TYPICAL
-I APPLIANCE SYMBOU REFERENCE
I I PLAN/ DETAIL REFEFERENCE TV TELEVISION
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J
_ _ _
ALIGN FINISH SURFACES � U.L. UNDERWRITER'S LABORATORY
U.O.N.
UNLESS OTHERWISE NOTED
CENTERLINE
VERT.
VERITICAL
C. 1edr
4/P'4'I
V.I.F.
VERIFY INTICAL FIELD
SCALE:
,�-
CLR./MINIMUM CLR.
( )
ENLARGED ELEVATION
V.G.
VERTICAL GRAIN
CHECKED BY: TT
W.
WASHER
JOB NO: LR01
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CITY OF EDMONDS
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Permit Revision #1 1 07.23.22
WA Energy Compliance
SCALE:
CHECKED BY: TT
JOB NO: IR01
SHEET
A0.2
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2' x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFTLL
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2' x 2' WOOD/STEEL POSTS
``WIRE MESH FENCE
TO SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
MATERIAL e" TO le
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY tole
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs1. 1690 APPROVED BY: R. ENGDSH ER-900
Existing Rear Photograph
Existing Front Photograph
TESC Notes:
All Disturbed Areas To Be Compost Amended Per 2014 SWMMW W BMP T.5.13.
Install and Maintain All TESC Measures according to Approved Plans. City of Edmonds
Standard details, and All other Measures that May Be Requested During Construction.
Type of Area
Square
Footage
Existing Impervious Surface
House w/ Eaves
2959 SF
Driveway/Walks
125 SF
Total Existing Impervious Surface
3084 SF
New/Replaced Impervious Surface
New/Replaced House w/ Eaves
3381 SF
New/Replaced Driveway/Walks
188 SF
Total Impervious Surface
3569 SF
� Ivew 51u
SCALE: 1" = 10
Height Calculations
A = 201'
B = 200.5.
C = 204'
D = 204'
Total = 809.5'
Grade = 202.375'
Actual = 217.33' (809.5/4)
Maximum = 227.375'
(Average Grade +25')
Structural Lot Coveraae:
Residence: 1719 SF
Addition: 352 SF
Garage:441 SF
Patio: 336 SF
Porch: 80 SF
Total: 2928 SF (25 % )
(2928/11805)
Lot Area: 11,805 SOFT.
Tax Account Parcel #:
00506400000900
Lot Slope: 2%
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City nghtof-way,
per city standards that is caused or
occurs during the permitted project.
OWNEWCONTI—TOR RESPONSIBLE FOR LOCATING
uI ON SITE un—Es. RELOC-ONIREvisION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
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ENGINEERING DIVISION
APPROVED
p�a-� 08/31/2022
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Permit Revision #1 07.28.22
Permit Revision #2 08.22.22
Site/ Roof Plan
SCALE: 1"=10'-0"
CHECKED BY: TT
JOB NO: LR01
SHEET
Al
(E)
WH
Manuf. Bradford White Corp.
50 Gal.Gas Water Heater
o. 42000(Btu/hr.)
a
927 S . Ft.
(E) Unheated, Unoccupied Crawl Space Al
Earth
2I Existing Basement Floor Plan
SCALE: 1/4" = 1'-0"
Existing Floor Plan
SCALE: 1/4" = 1'-0"
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CITY OF EDMONDS
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Permit Revision #1 07.23.22
Existing Floor Plan
SCALE: 1/4"=1'-0"
CHECKED BY: TT
JOB NO: LR01
SHEET
Al o l
Demolition Notes:
The Contractor Will Perform All Demolition Of Materials, Components, Fixtures, And
Equipment Necessary To Perform Work, In Addition To That Specifically Called Out On
The Plans.
All Temporary Shoring Of Structural Members Will Entirely Be The Responsibility Of The
Contractor.
Contractor Shall Not Proceed With Demolition Prior To Receiving Demolition Permit.
Contractor Shall Prevent Movement Of Adjacent Construction, Provide And Place Bracing
And Be Responsible For Safety And Support Of Adjacent Construction. Cease Operations And Notify Architect If Safety Of
Structure Appears To Be In Danger.
Determine The Location Of All Existing Services Prior To Commencement Of Demolition.
Inform Architect Of Any Existing Services To Adjacent Tenants That May Be In
Conflict With Required Demolition Or Construction Of This Project. Do Not Disrupt
Services To Adjacent Building Areas Not In Project.
Disconnect Or Remove Utility Services As Required For Completion Of Project.
Disconnect, Stub Off, And Cap Utility Service Lines Not Required For New Construction.
Do Not Remove Utilities Discovered During Demolition, But Not Indicated, Without First
Determining Purpose For Utility.
Notify Architect Immediately Upon Discovery Of Any Grade Beams, Beanng Walls, Or Other
Elements Not Specifically Called Out On Plans, Which May Be Noted "to Be Removed."
Remove All Floor, Wall, And Ceiling Finishes, Unless Noted Otherwise.
Remove All Debris.
Remove Any Miscellaneous Conduit, Pipe, Fixtures, Etc. Which Are Not To Be Reused.
Remove All (E) Doors And Windows As Noted, Replace WIN) As Specified On Floor Plans.
Strip All Studs From (E) Siding. Replace or Sister (E) Studs With (N) Studs.
Provide (N) Header For (N) Openings; Fill In (E) Opening.
Remove All (E) Plumbing Pipes As Required.
Remove All (E) Elec. Conduit As Required.
Remove All (E) Finishes To Wood Frame Structure Beneath As Required.
Patch & Repair As Necessary All (E) Condition To Remain.
�-T
Demolition Floor Plan
SCALE: 1/4" = 1'-0"
!=====j Demo
0 Walls To Remain
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Lug 23 2022
CITY OF EDMONDS
/ELOPMENT SERVICES
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Permit Revision #1 1 07.23.22
Demo Floor Plan
SCALE: 1/4"=1'-0"
CHECKED BY: TT
JOB NO: LR01
SHEET
Alm2
(E) 1x Ridge Bird,
(E) 2x8 Collar Ties
(E)2x6 RR
(E) 2x6 CJ Q 16" o.c.
(E) 2x8 FJ Q 16" o.c.
(E) 1x8 Diagonal Bird.
Sub Floor
(E) US Beam
(E) 4x Posts
Grade
Grade
(E) Basement
4 Exisitn Section LookingSouth
SCALE: 1/4-1-4-
Existing East Elevation
SCALE: 1/4— T-O"
WI -
MIMZME fmimm
2 I Existing West Elevation
SCALE: 1/4" = T-O"
3 I Existing North Elevation
SCALE: 1/4" = 1'-0"
Meter
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FY OF EDMONDS
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Permit Set 1 05.10.22
I I
Existing Elevations
SCALE: 1/4"=1.-0..
CHECKED BY: TT
JOB NO: LR01
SHEET
Al .3
Notes
1. Install Cement Wall Board with a Barrier Coat of Red Gard where Tile Is Installed In Showers
and On Bathroom Floors. Install Green Board In Bathrooms and Kitchen.
2. M1507.3.5.1 Integrated Whole -House Ventilation Systems. Integrated Whole -House
Ventilation Systems Shall Provide Outdoor Air At the Rate Calculated Using Section M1507.3.3.
Integrated Forced -Air Ventialtion Systems Shall Distribute Outdoor Air To Each Habitable Space
Through the Forced -air system Ducts. integrated Forced -Air Ventialtion systems Shall Have An
Outdoor Inlet Connecting A Terminal Element On The Outsidd Of The Building To The ReturnAir
Plenum Of The Forced -Air System, At A Point Within 4 Feet Upstream Of The Air Handle, The
Outdoor Air Inlet Duct Connection To The Return Air Stream Shall Be Located Upstream Of The
For ed-Air System Blower And Shall Not Be connected Directly Into The Furnace Cabinet To Prevent
Thermal Shock To The Heat Exchanger. The System Will Be Equipped With A Motorized Damper
Connected To The Automatic Ventialtion Control As Specified In Section M1507.3.2. The Required
Flow Rate Shall Be Verified By Field Testing With A Flow Hood Or A Flow Measuring Station.
2 R403.5.3 Hot Water Pipe Insulation. Insulation for Hot Water Pipe Both Within and Outside
the Conditioned Space, Shall Have A Minimum Thermal Resdanoe of R-3
Exception. Pipe Insulation Is Perm tted To Be D scontinous where it Passes through Studs,
Joists or Other Structural Members and Where the Insulated Pipes Pass Other Piping,
Conduit or Vents,Provided the Insulation Is Installed Tight to Each Obstruction.
Engy Effciency Requirements Per Table R406.2 Requires 3.0 Credits
Be:e A0.2 For Documentation
3
A3.0
3 1E)O.E.
(DIE) O.E.
I New House Floor Plan
SCALE: 1/4" = 1'-0"
10464 —
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Aug 23 2022
CITY OF EDMONDS
DE ELOPMENT SERVICES
DEPARTMENT
Permit Revison #1 1 07.23.22
New Floor Plan
SCALE: 1/4"=V-0"
CHECKED BY: TT
JOB NO: LR01
SHEET
A2.0
Note: See Structural Drawings
3'-6" For Foundation/Framing Information
--------------------- 7.75"Max. Riser Hl.
0
(N) Drain Al
UP Dropped FJ
- (N) Cmwl Space �
w/ Class 1 Vapor Retarder o/ Soil
3 �
Note:
/
1
R08 Rm vau
Connect IN) Switch
to (E) Light Fixture
-_
(N) Water Heater Must Be Strapped In Two Locations,
Rheem or Eq. (N) W' The Upper One-third of The Unit and Lower One -Third.
he
50-65 Galllon The lower Strap Must Be A Min. Of 4" Above The Water
\
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Pertormance Platinum Control Unit.
Electric Hybrid WH
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n
@ Model: XE65T10H45U0
E
in UEF 3.85
m
30 Amp Breaker
QO
DBA 49
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4•-0.
(N) 4x6 Post SSD
Al (E) Unheated, Unoccupied Crawl Space
(N) 4x6 Post SSD
(N) Crawl Space
Class 1 Vapor Retarder o/ Soil
W Class 1 Vapor Retarder o/ Soil
Min. Net Area of Ventilation Opening
Shall Be Not less 1sf/1500sf
.—.—.p.—.—.—.—._.—.—._.—.—.—.—.—._.—.—._.—.-------
Connect (E) Duds Into (N) Furnace m
_ Al Note Insulate Ducts w/Min. R-8
u w
Q1 Manuf. Payne
Earth Condensing Gas Furnace
Model PG9MAB
Heating Capacity: 100000 BTU
92% Efficiency
I
New Basement Floor Plan
SCALE: 1/4" = 1'-0"
104G4 —
REGISTERED
CHITECT
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ug 23 2022
CITY OF EDMONDS
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Permit Revision #1 07.23.22
New Basement Plan
SCALE: 1/4"=T-0"
CHECKED BY: TT
JOB NO: LR01
SHEET
A2.1
Lighting And Electrical Will Conform To The 2018 Washington State Energy Code,
And Will Include:
Kitchener Permanently Installed Lighting Will Be High -efficacy (fluorescent, Etc.) - 4L- Up To 50% Of The Wattage May Be
Low -efficacy Lighting (incandescent/ Halogen, Etc.), Provided That They Are Controlled By Separate Switches From The High -efficacy
(fluorescent, Etc.)Fixtures.
Bathrooms, Ganes. Laundry Rooms And Utility Rooms: Permanently Installed Lighting Will Be High -efficacy (fluorescent, Etc.) -- Or --
Lighting Fixtures May Be Low -efficacy Lighting Provided That They Are Controlled By A Motion/ Occupancy Sensor Per Section 119(d).
Other Spaces: Permanently Installed Lighting Will Be High -efficacy (fluorescent, Etc.) -- IIL --
Low-efficacy Fixtures (incandescent, Etc.) Will Be Controlled By A Dimmer Switch Or An Occupancy Sensor Per 119(d). Low -efficacy
Fixtures (incandescent, Etc.) Will Be Allowed In Closets Less Than 70 Sq. Ft.
Porches & Outdoor Lighting: Permanently Installed Lighting Will Be High -efficacy (Fluorescent, Etc.) -- Or -- Lighting Fixtures May Be
Low -efficacy Lighting Provided That They Are Controlled By A Motion/ Occupancy Sensor
Switches TO Be +48" A.f.f. U.o.n.
Light Switches And Other Electrical Switches In The Same Vicinity Of The Wall Will Be Placed In The Same Box Within A Single Cover
Plate.Provide A Wall Switch For Outdoor Lighting By Ea. Exterior Door
Receptacle Outlets Will Be Installed So That In Every Habitable Room Or Area Of Dwelling Units, No Point Along The Floor Line In Any
Wall Space Is More Than 6' Measured Horizontally From An Oudet In That Space, Including Any Wall Space 2' Or More In Width And
The Wall Space Occupied By Fixed Panels In Exterior Walls, But Excluding Sliding Panels In Exterior Walls. In Kitchens And Dining
Areas Of Dwelling Units A Receptacle Outlet Will Be Installed At Each Counter Space Wider Than 12". Receptacles Will Be Installed So
That No Point Along The Wall Line Is More Than 24" Measured Horizontally From A Receptacle Outlet In That Space. Island And
Peninsula Counter Tops 12" Or Deeper With A Long Dimension Of 24" Or Greater Will Be Provided With At Least One Receptacle. [a
Peninsula Counter Is Measured From The Connecting Edge. Receptacle Outlets Will Be Located Not More Than 18" Above The
Countertop
Gf Protection Is Required For Receptacles Installed In Bathrooms, Garages, Outdoors, Kitchens [where Outlets Are Installed To Serve
Countertop Surfaces], Within 6 Feet Of Wetbar Sinks, In Crawl Spaces At Or Below Grade Level, In Unfinishedbasements, Or Work
Areas [cec Section 210.8]. At Least One Wall Receptacle Outlet Will Be Installed Within 3 Feet Of Outside Edge Of Each Basin
Arc -fault Circuit Interuoted (ald Will Be Provided At All 15 & 20 Amp Branch Circuits.All Outlets Are To Be+12" A.f.f. To C.I. U.o.n., All
Outlets To Be Tamper Resistant
Overcurrent Devices Will Not Be Located In The Vicinity Of Easily Ignitable Material (i.e. In Clothes Closets). Overcurrent Devices Will
Not Be Located In Bathrooms
Note: All Lighting Fixtures To Be LED Low Efficacy
Section R314 Smoke Alarms: Smoke Alarms Shall Comply with NFPA 72 and Section R314
Section R314.1.1 Listings: Smoke Alarms Shall Be Listed In Accordance with UL 217. Combination Smoke and Carbon Monoxide Alarms
Shall Be Listed In Accordance with UL217 and UL 2034,
Section R314.2.2 Alterations, Repairs and Additions: Where Alterations, Repairs or Additions Requiring a Permit Occur, or Where One or
More Sleeping Rooms are Added or Created in Existing Dwellings, the Individual Dwelling Unit Shall Be Equipped with Smoke Alarms as
Required For New Dwelling Units.
Section R314.3 Locations: Smoke Alarms Shall Be Installed In The Following Locations:
1. In Each Sleeping Room
2. Outside Each Separate Sleeping Area In The Immediate Vicinity of Bedrooms.
3. Smoke alarms Shall be Installed Not Less Than 3 Feet Horizontally From The Door or Opening of a Bathroom That Contains a Bathtub or
Shower Unless this Would Prevent Placement of a Smoke Alarm Required By Section R314.3.
Section R314.4 Interconnection: Where More Than One Smoke Alarm Is Required To Be Installed within an Individual Dwelling Unit in
Accordance with Section r314.3, The Alarm Devices Shall Be Interconnected in such a Manner that the Actuation of One Alarm Will Activate
All of the Alrarms in the Individual Dwelling Unit. Phyiscal Interconnection of Smoke Alarms Shall Not Be Requird Where listed Wireless
Alarms Are Installed and All Alarms Sound Upon Activation of One Alarm.
m Section R314.5: Combination Alarms: Combination Smoke and Carbon Monoxide Alarms Shall Be Permitted to be Used in Lieu of Smoke
Alarms.
Section R315 Carbon Monoxide Alarms: Carbon Monoxide Alarms Shall Comply with Section R315.
Section R315.1.1 Listings: Carbon Monoxide alarms Shall Be Listed In Accordance with UL 2034.
Section R315.2.2 Alterations, Repairs and Additions: Exisitng Dwellings Shall Be Equipped with Carbon Monoxide Alarms in Accodance
with R315.2.1. An Inspection Will Occur Where Alterations, Repairs or Additions Requiring a Permit Occur, or Where One or More Sleeping
Rooms are Added or Created.
Section R315.3 Location: Carbon Monoxide Alarms in Dwelling Units Shall be Installed Outside Each Separate Sleeping Area In The
Immediate Vicinity of the Bedrooms on Each Level of the Dwelling Unit and In Accordance with the Manufacturer's Recommendations. Where
Fuel -Burning Appliance is Located within a Bedroom or its Attached Bathroom, a Carbon Monoxide Alarm Shall be Installed within the
Bedroom.
Section R315.6 & R315.5 Power Source: Smoke Alarm and Carbon Monoxide Alarms Shall Receive their Primary Power from the Buillding
Wiring where such Wiring is Served from Commercial Source and, where Primary Power is Interrupted, Shall Receive Power from Battery.
Wiring Shall Be Permanent and Without a Disconnecting Switch Other Than Those Required For Overcurent Protection.
C
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Install Receptacle Outlets Per 2018 WSRC Section E3901 &_
r — --
Section E3901.2.2 Wall Space: Receptacles Outlets Shall be Installed so that No Point Measured Horizontally Along the Floor Line
of Any Wall Space Is More Than 6 Feet From A Receptacle Outlet.
Section E3901.4.1 Wall Countertop Space: A Receptacle Outlet Shall be Installed At Each Wall Countertop and Work Surface.
Receptacle Outlets Shall be Installed So That No Point Along The Wall Is More Than 24", Measured Horizontally, From A Receptacle Outlet.
Section E3901.4.2 Island Countertop Spaces: At Least One Receptacle Shall Be Installed At Each Island Countertop Space
C
I New Reflected Ceiling/ Electrical Floor Plan
SCALE: 1/4" = 1'-0"
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Permit Revision #1 07.23.22
Permit Revision #2 08.22.22
New RCP/Electrical Plan
SCALE: 1/4"=T-0"
CHECKED BY: TT
JOB NO: LR01
SHEET
A2.2
Actual Ridge Elev
AAverage Grade=
AOOITIOn
�rNew East Elevation
I SCALE: 1/4"=1'-0"
4 New South Elevation
SCALE: 1/4' = 1'-0"
(N) Roof
�`,
2 1 (N) Roof
A3.1 A3.1
2 I New West Elevation
SCALE: 1 /4" = 1'-0"
3 New North Elevation
SCALE: 1 /4" = 1'-0"
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Permit Revison #1 1 OT23.22
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New Elevations
SCALE: 1/4"=1'-0..
CHECKED BY: TT
JOB NO: LR01
SHEET
A3.0
0
2I Section Looking North thru Existing Kitchen
SCALE: 1/4" = 1'-0"
I Section Looking South thru Bathroom Addition
SCALE: 1/4" = 1--0"
3 I Wall Section @ Master Bathroom
SCALE: 3/4" = V-0"
(N) R-49 Batt Insulation
Foil Side Facing Up
(N) 3 1/2" x10 1/2"GLB
(N) 3 1/2" x10 1/2" GLB
(N) Wall Tile TBD
(N) Cement Board
(N) Sloped Floor @ Shower
(N) Tile Floor TBD
(N) Cement Board
(N) Electric Mae
(E) 2x8 FJ
(N) R-30 Faced Batt Insulation
(N) 2x10 FJ
(E) 2x Wall
(E) Foundation SSD
70tti4 ---
REGI"TER'D
CHITECi
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S7ATEOFWASHINGTON
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g 23 2022
Y OF EDMONDS
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Permit Set Re, #1 i 07.12.22
New Sections
SCALE:
CHECKED BY: TT
JOB NO: LR01
SHEET
A3.1
LIGHTING FIXTURE SCHEDULE 'A
FIXTURE
NO.
TYPE
MODEL NUMBER I MFGT
LOCATION
MOUNTING
LAMP
CITY
HT.
REMARKS
FI
Can
House
Calling
3000K LED
9
6" Dia. w/ Lens
F2
Can
Shower
Ceiling
4000K LED
2
6" Di.. w/Lens_Damp Locadon
F4
Exhaust Fan
Bathroom
Calling
3
50 CFM Fan
FS
Vanity
Bathroom #I
Will
4000K LED
I
F6
Vanity
Master Bathroom
Wall
I
12" AFF
F7
Sconce
Master Bedroom
Wall
2
F8
Sconce
Exterior Basement Stair
Wall
I
F9
Fan/Light
Bedrooms
Ceiling
3
FIO
Sconce
Exterior Family Room
Basement Stair
Wall
4
F12
Sconce
Basement
Will
I
TOTAL
27
PLUMBING FIXTURE SCHEDULE
PLUMBING
NO.
ITEM
ROOM
FIXTURE
QTY
REMARKS
O
MFGR
MODEL
P-1
(N) Water Heater
Basement
Rheem
XE6STI0H45U0
1
50-65 Gallon Electric
P4
42"x22"Vanity/Sink
Bathroom#1
1
P4a
Sink Faucet
Bathroom#1
1
Max. 1.2 GPM
P-5
48" x 36" Shower Pan
Bathroom #1
1
P-Sal
Shower Head
Bathroom #1
1
Max. 1A GPM
P-5b
Shower Mixer
Bathroom#1
1
P-6
Toilet
Bathroom #1
1
Dual Flush Max. 118 GPF
P-7
Free Standing Tub
Master Bathroom
1
P-7a
Tub Faucet
Master Bathroom
1
Max. 1A GPM
P-8
60" x 48" Shower Pan
Matter Bathroom
1
P-Ba
Shower Head
Matter Bathroom
1
1.8 GPM
P-81,
Shower Mixer
Matter Bathroom
1
P-9
54" x 22" Vanity/Sink
Master Bathroom
1
P-9a
Sink Faucet
Matter Bathroom
1
Max. 1.2 GPM
P-10
Toilet
Matter Bathroom
1
Dual Flush Max. 1.28 GPF
TOTAL:
IS
Single Panel
Single Panel
30"
30"
02
03
MANUF: Milgard or Equal
Tnnsic Series V300:
WINDOW SCHEDULE 1 ExT:White
INT: White
WINDOW
NO.
O
ROOM
LOCATION
SIZE WxH
R.O.
TYPE
GLAZING /
DUAL PANE/
LOW E.
U 0.30
CITY
REMARKS
C
Master Bedroom
North Well
30"x48"
30.5"x4&V
Casement
X
1
Emergency Escape&Rescue
CI
Master Bedroom
North Well
30"x 48"
30.5"x48.5"
Casement
X
1
Emergency Escape &Rescue
D
Master Bedroom
East Wall
96" x 60"
96.5" x 66.5"
Slider
X
1
E
Master Bathroom
North Wall
30"x 30"
30.5"x305"
Awning
X
1
Tempered
F
Master Bathroom
East Wall
72" x 30"
725" x 30.5"
Fixed
X
1
Tempered
G
Master Bathroom
East Wall
54" x 30"
54.5" x 30.5"
Fixed
X
1
Tempered
H
Bathroom #1
East Wall
30" x 30"
30.5" x 30.5"
Single Hung
X
1
Reuse (E) Window
Bedroom #1 & 2
West Wall
60" x 36"
60.5" x 36.5"
Slider
X
2
Emergency Escape & Rescue
TOTAL
9
No e:
DOOR SCHEDULE 1 All Doors Pre Hung w/ Threshold @ Ext. Doors
DOOR
NO.
O
ROOM
LOCATION
SIZE WzH
TYPE
SWING
DIRECTION
TEMP
DUALPANE
LOW E
U 0.30
QTY
REMARKS
02
Bedroom #2
South Wall
301 x 80"
SC Wood
Inward Swing
1
03
Bedroom #1
North Wall
30" x 80"
SC Wood
Inward Swing
1
W
Bedroom #1
North&South Wall
60"x 80"
Wood
Sliding
2
05
Bathroom #1
West Wall
28" x 80"
SC Wood
Inward Swing
1
06
Master Bathroom
South Wall
30" x 80"
SC Wood
Inward Swing
1
07
Master Bathroom
North Well
30" x 80"
SC Wood
Outward Swing
Temp
1
Translucent Glass
08
Master Closet
West Wall
48" x 80"
SC Wood
Double Pocket
1
09
Master Bathroom
West Wall
24" x 80"
SC Wood
Pocket
1
10
(E) Kids Playroom
South Wall
96" x 80"
Vinyl
Sliding
1
11
Basement
East Wall
36" x 80"
SC Wood
Inward Swing
1
TOTAL
11
APPLIANCE SCHEDULE
APPLIANCE
NO.
O
ITEM ROOM
FIXTURE
QTY
REMARKS
MFGR
MODEL
APP-1
(E) Furnace
Basement
Payne
PG9MAB
I
Heading Capacity 100000 BTU (Gas)
92% Efrienc
APP-2
Stove
Kitchen
I
APP-3
Hood
Kitchen
I
APP-4
Hit— ve
Kitchen
I
APP-5
Refrigerator
Kitchen
I
60" 28" 30" 30-
04 05 06 07
Single Panel
F
Single Panel
�
�48"
96"
08
Section R310
Emergency Escape And Rescue Openings
R310.1: Shall Have A Min. Sill Height Of Not More Than 44 Inches Above The Floor.
R310.1.1: All Emergency Escape And Rescue Openings Shall Have A Min. Net Clear Opening
Of 5 Square Feet When Openings Are At Grade Level.
R310.1.2: The Min. Net Clear opening Height Shall Be 24 Inches.
R310.1.3: The Min. Net Clear Opening Width Shall Be 20 Inches
Note:
All Vertical Fenestration U = 0.30
To Meet WA State Energy Compliance
IB
I
72"
Fixed
F
60"
to
3�
E
H
REGISTERED
CHITL-CT
70D REOERIC PCUSKIN
SfATEOFWASHINGTON
RESUB
Aug 23 2022
CITY OF EDMONDS
EVELOPMENT SERVICES
Safety Glass (tempered) Is Required Per R308:
- All Safety Glazing As Per Section R308.
-Glazing Is Located Within A 24" Arc of a Doors Vertical Edge and Less Than 60" To Finished Floor
-Glazing Is Fixed In Swinging or Sliding Door Assemblies
-Glazing At Tub/shower Enclosures Where Glazing Is Less Than 60" From Tub/shower Enclosure's
-Glazing Adjacent To Stairways Landings or Ramps Which Is Less Than 60" Above The Plane of The Adjacent Walking Surface. F
-Glazing In Window Required When All The Following Criteria Are Met: More than 9 Square Feel In One Single Piece of Glass
That Is Located Less Than 18" Above Finished Floor And The Top of the Glass Is Greater Than 36 Inches Above Floor And Has
a 36-Inch Walkway on Either Side of the Glass. Permit Revision #1 0T.&22
�I I
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24"
4 "
09
Clear Glas Clear Glass
IN
/
/
/
/
/
/
/
\
\
\
\
\
\
\
\
36"
W
Schedules
SCALE:
CHECKED BY: TT
JOB NO: LR01
SHEET
G0.1
16
17
18
12
13
14
8
Vent Strip
Nailing Flange
Cont. Head Flashing
See 15/G0.3 For Window Wrap Otl.
4 i Window Head a) -Fiber Cement Panel
SCALE:
Caulk Bead
5/16" Fiber Cement Panel
3/4" PT Furring Strip
VB Membrane
WP Membrane
1 x Trim
3/4" PT Furring Strip
Nailing Flange
Cont. Head Flashing
See 15/G0.3 For Window Wrap Etl.
1 i Window Head (@ Lap Siding
SCALE:
" Nail -On Flange
See 15/G0.3 For Window Wrap Dtl. See 15/G0.3 For Window Wrap Dfl.
9 5 i Window Sill Cad Fiber Cement Panel 2 Window Sill Lap Siding
SCALE: SCALE: 3" = 1'-0"
Shaped 2x Sill
Carl Drip Edge
2x2 Band
1x PT Spacer
VB Membrane
WP Membrane
Lap Siding
5/16"'F' �
.�— ` V�
rues 16"
@Fiber Cement Panel
w/Sealant Bead Behind
nt Bead
Fasteners 16" o.c. Vert. &Horz.
a o
Y
Fasteners Position May Be No Closer
N
III—T�
Than 3/4" From Vert. Panel Edges
g
See 15/G0.3 For Window Wrap Dtl.
and 4" From Panel Horz. Edges
5/16c"
II
Channel
10 Fiber Cement Panel (a)_ Window Jamb
6 Fiber Cement
Panel Field Vertical Channel
3 Fiber Cement Panel Corner
SCALE: 3"
SCALE: 3"
SCALE: 3"
P.T. Sill Plate Over
A. Sheathing SSD
Foam Seal Gasket
At All Concrete, Typ.
Waterproofing Membrane
/
/
\
Rainscreen P.T. 3/4"x3" Furring Strip
/
\
`r 'Hardie' 5/16" Cement Fiber Panel
Air Vent
/
Min. 2 % Slope Away
From Bldg.
Grade
\
1t II �1 Ftg. & Tight Line Drains In
�L Drain Rook w/ Fitts r Fa bric
& Cleanouts
19 I 15 I 11 7 Air Vent B.O. Fiber Cement Panel
SCALE: 1" = 1'-0"
iC4u4 �—
REGISTERED
C.IT
ECi
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T.
S7ATEOFWASHINGTON
RESUB
Aug 23 2022
CITY OF EDMONDS
EVELOPMENT SERVICES
DEPARTMENT
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Permit Set 05,10,22
Window/ Siding Details
SCALE:
CHECKED BY: TT
JOB NO: LR01
SHEET
G0.2
121 91 61 3
131 10i 7 1 4
Furring Strip
Drip Edge
Siding
WP Membrane
Asphalt Shingles
GSM Flashing To Match Shingle Color
II
GSM Flashing to Match Shingles Asphalt Roof Shingles
6^ WP Membrane Underlayment Lapped
E
5/16" Channel
1
II II II II II II
II II II II II II
II II II II II II
II II II II II II
II II II II II yll
II II II II III °'II
II II II II 'EII
.I I.I I.I I.I I.I LL I.I
II II II II II all
d
r
I I I I I I I I
II II II II
I.I I.I I.I I
I I I I I I I
I I I I I I I
I I I I I
I.I I.I I.I I
I I I I I I I I
.I
I I I I I I I
II II II II
I I I I I I I
I.I I.I I.I I
I I I I I I I I
I I I I I I I
I I I I I I I
I I.I I.I I.I I
I I I I I of I I
II II III II
I J.I I.I I.I I
I I I I I I I I
I I I I I I I I
I I I I I
I I.I I.I I.I I
I I I I I
I I I I I I I I
II II II II
I I I I I I I I
I I.I I.I I.I I
I I I I I
I I I I I I I I
I I I I I I I I
I I.I I.I I.I I
I
d
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g
I Y
I
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II
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II
I
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7 3/4"
1'
"
1'-4"
1'-4"
7 31"
Vertical Panel
Vertical Panel
WP Membrane Underlayment Lapped
141 Valley Roof Flashing 11 Wall Sloped Roof Flashing 8 5 Fiber Cement Panel Channels Window 2 Fiber Cement Panel Furring Strip Layout
SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1". = 1'-0"
SAF HEAD /
FLASHINGS
SAFJAMBS
FLASHINGS /
WATER RESISTIVE /
BARRIER OVER NAIL NAIL FIN WINDOW / ROUGH
WINDOW
SEALANT
SILL PAN
151 Window Opening Waterproofing
SAF SHEET W.P. PAN
Grace Vycor or Similiar
LAPJAJM�B FLASHING OVER
SILL FLASHING
Window Sill
NOTE:
DO NOT EXTEND SILL
FLASHING BEYOND
OUTSIDE EDGES OF
JAMB FLASHINGS
FIN
SEAL HEAD
FLASHING OVER /
DRIP
/
/ y
/
/
/
/
DRIP HEAD
FLASHING
SILL FLASHING UNDER SAF
SILL
/ OPENING
SAF FLASHING
LEAVE LOOSE
/ @ BOTTOM
/
/
/
WINDOW OPENING ASSEMBLY
NOTE:
SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS:
iC4u4 -
REGISTERED
C.ITECi
i0U REnERIC PDtISKIN
B7ATEOFWASHINuTON
RESUB
Aug 23 2022
CITY OF EDMONDS
EVELOPMENT SERVICES
DEPARTMENT
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Permit
Typical Details
SCALE:
CHECKED BY: TT
JOB NO: LR01
SHEET
G 0.3