APPROVED BLD ENG BLD2020-0992+Architectural_Plan+10.12.2020_9.54.42_AM1
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OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
SITE PLAN
SCALE 1" = 50 FT
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
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NORTH
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.
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;Special Inspection report required for soils. Please provide this
;document to the Building Inspector. See sheet 3 of 4 for
:additional information.
-----------------------------------------------------------------------------------
Zone ---- Corner ;_____ :Flag
Setbacks: Required Actual
---------- -----
Front '---------- '--------
Sides
.----------
Rear
Other
Height
QRO.IEGT VATA
ai�ai�mn
51TE ADDRESS: -1-125 - 165"' PLACE S.W. EDMOND5 WA g5026
OWNER NAME: ROB WILLIAM5
CURRENT ADDRESS: SAME A5 ABOVE
TELEPHONE- 425-87q-5234
ASSESSOR'S PARCEL No. 00752000000400 ZONIN6: R5 12
LEGAL DESC: LOT 4, HAINE5 POINT, NE 1/4 5EG 7 TWP 21N RSE 4E, AM CITY OF EDMOND5
COUNTY: 5NCHOM15H JURISDICTION: CITY OF EDMOND5
GON5TRUCTION TYPE: V - B OCCUPANCY: R3 / U (6ARAGE/CARPORT)
PROJECT DESCRIPTION: NEW DECK AT SECOND FLOOR WITH A NEW DOOR AND WINDOYV
PROJECT AREA SO FT
HEIGHT LIMIT
LIVING 5LACE NEW EXISTING TOTAL
NO CHANGE TO EXISTING
FIRST FL
267.5
267.5
SECOND FL
1537
1537
LTV. 5P. TOTAL
4215
4215
GARAGE
952
q52
DECK
138
155
COV PORCH
72
72
MISC. TOTAL 135 1024 1162
LOT COVERAGE SO FT
1RO AN37 WSEC 2015
LOT AREA 25,g04
HEAT SYSTEM: EX. SA5 FORGED AIR
MAX PERCENT COVERAGE 35%
CLIMATE ZONE MARINE AREA 4
MAX COVERAGE AREA q,066
VERTICAL &L. 0.30
MAX GL % N/A
PROP05ED GOVI=RA0E 5,540
OVERHEAD 6L 0.50
HEADER R--10
PROPOSED PERCENTA6E 14.52%
CEILING R-4q
VAULT R-55
LOT GALL NEW EXI5TIN6 TOTAL
WALL (INT) R-21
BELOYLE 6R, R-21
HOU5E
2615 2675
FLOOR R-30
SLAB EDGE R-10
GARAGE
q52 q52
ENERGY CREDITS
DECK
155
135
ENERGY CREDITS REOUIRED NONE
GOY PORCH
72 I 72
CREDIT METHOD N/A
NO OHAN6E TO IMPERVIOUS
SURFACE - NEW DECK
15 OVER EXISTING PATIO
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
City of Edmonds
Building Department
APPROVED Plans
City Of Edmonds
Building Department
Work DECK WINDOW DOOR
------------------------------------------------
---------------------------------------------
Address 7725 168TH DT SW
---------------------------------------------------------------
------------------------ -----------------------
Owner WILLIAMS
------------------
---------------
Approved Date 10/14/2020
---------------------------
Building Official: Do7eArzqm#L ; W. X v�%
Permit Number
--------------- B L D2020-0992-------
------------------------
ENGINEERING DIVISION
APPROVED AS NOTED
C✓ "�`� 10/14/2020
RESUB
Oct 12 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS
2.
3.
4.
5.
VESIGN LOAFS
CODES
2015 IRC, INTERNATIONAL RESIDENTIAL CODE,
261.5, ENERGY COVE ANP V.I.At.0. CODE
NITH WASHINGTON 5TATE AMENPMENTS
LIVE LOAD5
• ROOF: 25 PSF (SNOW)
• FLOOR-15- 40 PSF
• SLEEPING ROOMS AND HABITABLE ATTICS: 30 P5F
• ATTIC WITH LIGHT STORAGE: 20 P5F
• ATTIC, WITHOUT STORAGE: 10 P5F
• STAIRS: THE GREATER OF 40 PSF OR CONCENTRATED
LOAD OF 300 LB5 PER 4 56ZUARE INCHES
• DEGK5 AND BALCONIE5:160 P5F
• GUARD AND HANDRAILS: HORIZ 2004k PT. LOAD AT TOP
• GUARDRAIL IN -FILL COMPONENTS: 50 LB5 PER SO FT
• BASIG WIND SPEED: 85 MPH, EXPOSURE B (U.N.O.)
• SEISMIC ZONE: USE GROUP 1, DESIGN CATE60RY 02
SOIL
• SOIL BEARING CAPACITY ASSUMED AT 1500 PSF IN
PLANS OR PER REPORT BY QUALIFIED SOILS ENGINEER.
• EARTH PRESSURE ASSUMED AT 60 PGF EQUIVALENT FLUID
PRESSURE FOR BASEMENT WALLS AND 30 PGF FOR
CANTILEVER RETAINING WALLS.
CONCRETE
• 3000 PS! MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS,
WHERE PLACEMENT 15 EXPOSED TO WEATHER, GARAGE
AND CARPORT SLABS, PORCHES, STEPS AND RETAINING
WALLS (TABLE R402.2.).
• 2500 P5[ MINIMUM AT OTHER CONCRETE, NOT EXPO5FD
TO WEATHER.
• EXTERIOR WALKS AND 5LA135 TO BE AIR ENTRAINED NOT
LE55 THAN 5% OR MORE THAN -T%.
• MIX REQUIREMENTS: 5-1/2 SACK CEMENT PER CU YO,
WITH MAXIMUM OF 6 GAL. WATER PER BACK.
MAXIMUM SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2"
REINFORCING STEEL
• ASTM A-615 GRADE 40
FRAMING LUMBER (UNLESS NOTED OTHERWISE)
PLATES
HF #2 (P.T. AT GONG)
MUD51LL5 ON GONG
P.T. HF #2
STUDS
HF "STUD GRADE"
JOISTS AND RAFTERS
HF #2
POSTS AND HEADERS
OF #2
BEAMS
OF #2
GLU-LAM BEAMS (SIMPLE SPAN)
24F--V4
GLU-LAM SEAM5(OVERHANGING)
24F-V8
DECK J015T5
P.T. OF #2
DECK BEAMS
P.T. OF #1
MASONRY
• MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND.
GRADE 40 STEEL
GENERAL NOTES
CONTRACTOR SHALL VERIFY ALL EXISTING 51TE CONDITIONS
FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE
CONDITIONS INGLUDE, SOIL, TOPOGRAPHY, REQUIRED
SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING
STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL
COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO
CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR
OMISSIONS IN THE PLANS.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING
SCALE. DETAILS TAKE PREGEDENGE OVER PLAN AND
ELEVATION VIEWS.
ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS
SHALL MEET OR EXCEED THE AGGEPTED INDU5TRY
STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM
REQUIREMENTS OF THE CURRENT CODE IN FORGE AND ALL
APPLICABLE LOCAL CODES, WHICH TAKE PRECEDENCE OVER
NOTES,.. SPECIFICATIONS AND.DRAININGS.
UNLE55 A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS,
THE PLOT PLAN WAS DRA INN FROM GENERAL 51TE LANOMARK5
AND 15 NOT TO BE CONSTRUED AS A PROFE55IONAL SURVEY.
THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR
MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT HIS
DISCRETION, REQUEST THE OWNER TO PROVIDE A
PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR
OTHER ZONING RESTRICTIONS.
THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS
AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO
CONSTRUCTION, OF ANY REV15IONS OR ADDED REQUIREMENT5
EEQUE5TED BY THE BUILDING OFFICIAL HAVING JURI5DIGTION.
THE CONTRACTOR SHALL VERIFY 51ZE AND LOCATION OF ALL
REQUIRED OPFNINC75 IN FLOORS, WALLS AND ROOF WITH
PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK.
PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
MANUFAGTURER'5 RECOMMENDATIONS.
THESE DRAkNIN65 ARE INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON
LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT, REPRODUGTION OR USE OF THESE SERVICE
DOCUMENTS BEYOND THE SCOPE OF TH15 PROJECT 15
PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE
ARCHITECT.
SEVERAL GONSTRUGTION NOTES
A. 51TE CONDITIONS AND SITE WORK
ud
G. VENTILATION AND ACCE55
❑
O. TRUSSES
1.
EX
IF 501E CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER
1.
VENTILATE CRAWL SPACES AND OVERHANGING FLOOF- WITH
1.
PRE-FAE391CATED TRU551=5 SHALL BE DE51ONF-D BY A
FROM THE 501E BEARING CAPACITY OUTLINED UNDER "DIFFER
SCREENED OPENIN65 NOT LE55 THAN 1 SO. FT. NET CZAR
WA5HINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN
LOADS", OR IF BEARI EXCESSIVE GROUND WATER 15 PRESENT,
9 If
AREA FOR EACH 300 50. FT. OF UNDER FLOOR ARE .
ACCORDANCE WITH THE PLAN REQUIREMENT5. SUBMIT
CONTACT OFFICE BEFORE PROCEEDING.
DISTRIBUTE OPF-NIN65 APPROXIMATELY EQUAL ALONG €HE
COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR
ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND
EXTEND
LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING
APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE
SHALL BEAR ON UNDISTURBED, NATIVE SOIL.
V41THIN 3 FT OF EVERY CORNER.
5TAMPE_.D BY AN APPROVED MANUFACTURER OR BY A QUALITY
2.
DO NOT BACKFILL UNTIL WALL5 HAVE BEEN ADEQUATELY
COVER WITH 1/4" CORROSION -RESISTANT WIRE MESH AT
CONTROL AGENCY SUCH A5 WA5HIN6TON WOOD TRU55
D OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH
BRACEDBEILL
CRAWL SPACE OPENIN65.
FABRICATORS COUNCIL.
RE. BAG MATERIAL SHALL BE GLEAN, PERMEABLE
PRESSW
2.
PROVIDE" 15" X 24" MIN. CLEAR ACCESS THRU FLOOR GsR' 16" X
2.
CONTRACTOR TO VERIFY SPANS PRIOR TO FABRICATION.
AND FREE OF ORGANIC MATERIALS.
24" THROUGH ALL TO UNDER FLOOR AREAS.
3 .
APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF
3.
INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DRAINS
AFT.
S.
3ENTILATE
V ATTIC SPACES WITH NET CLEAR AREA EQUrL TO
RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS.
IN ONE OF DRAIN GRAVEL PER LINEAL FT. WITH FILTER
1/150TH OF THE ATTIC AREA, EXCEPT THE NET AREA MAY BE
NON -BEARING PARTITIONS BELOW TRUSSES SHALL BE
FABRIC OVER. PROVIDE SEPARATE DOWNSPOUT AND SEALED
D
1/300TH, PROVIDED 50% -. 15 36" ABOVE EAVES, WITH
SEPARATED FROM TRU55 WITH 51MP5ON 5TC GLIP5.
SURFA CE DRAINAGE AND/OR TE ON SYSTEM A5 REQUIRED
5U FAGAL
THE BALANCE IN THE ErAVE5.
4.
TRU55E5 SHALL BE BRACED TO PREVENT ROTATION AND
GORE.
5.
WHEN A 30" OR MORE CLEAR ATTIC HEIGHT EXISTS FF'OM THE
PROVIDE LATERAL 5TABILITY AND INSTALLED IN ACCORDANCE
TOP OF CEILING JOISTS TO UNDERSIDE OF ROOF AND .=S 30+
WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE
�(
VL.!
B. CONCRETE
5Q FT AREA, PROVIDE AN AGG1;5515LE PANEL 22" X 5O`, WITH
MANUFACTURER.
90" CLEAR HEIGHT ABOVE. PROVIDE INSULATION RETrjNER, R-
1.
CENTER ALL P05T FOOTINGS UNLESS NOTED AND PROVIDE 2
qq BATT AND WEATHER-STRIP.
❑
P. 5KYLIGHT5
INCH PLINTHS ADJACENT SLABS, S INCH PLINTHS AT OPEN
EARTH (6 INCH IF POST 15 PRESSURE TREATED), AND INSTALL
H. SAFETY GLASZING
1.
GLAZING SHALL BE INSULATED, FULLY TEMPERED (TOP),
SILL PLATES AT LEAST 6 INCHES ABOVE FINISHED GRADE OR 2
LAMINATED GLASS WITH MIN. 0.015" POLYVINYL BUTYRAL
INCHES ABOVE SLABS. DAMP-PROOF EXTERIOR OF BASEMENT
1.
TEMPERED SAFETY GLASS SHALL BE INSTALLED IN
INNER LAYER (BOTTOM).
WALLS AND WALLS RETAINING EARTH ADJACENT
HAZARDOUS LOCATIONS AND SUBJECT TO HUMAN IMP�.GT,
2.
PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER
6RAWL5PAGE5 WITH TWO COATS OF ASPHALTIC, EMULSION
GLAZING IN DOORS, GLAZING WITHIN A 24" ARC, OF GLr'SED
FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDES.
UNLESS A 5PEGIFIG WATERPROOFING SYSTEM 15 SPECIFIED IN
DOOR, GLAZED AREAS > q SO. FT. WHEN LESS THAN 16"
THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE
THE PLANS.
ABOVE A WALKING SURFACE, PER IBC/IRE R308.4.
LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS,
2.
INSTALL STEEL REINFORCING PER A.G.I. STANDARD PRACTICE.
2.
SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY
FINISH AND FLARE WELL TO CEILING PER PLANS.
SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30
MARKED PER IBCARG R308.1.
BAR DIAMETERS. MINIMUM BAR CONCRETE COVER 15 5" TO
❑
Q. EMERGENCY EGRESS
EARTH, 2" TO WEATHER, 1" TO OTHER.
Ld
I. ELECTRICAL
5,
ANCHOR BOLTS TO BE E=MBEDE.D A MINIMUM OF `7 INCHES
1.
ELECTRICAL CONTRACTOR SHALL EVALUATE AND DE
1.
EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC
U.N.O., TWO BOLTS MIN. PER PLATE, PLACE WITHIN 12" FROM
ADEQUACY OF EXISTING AND PROPOSED ELECTRICALL SERVIERVICE
SHALL HAVE'ONE OPERABLE EMERGENCY ESCAPE AND RESCUE
ENDS BUT NOT LE55 THAN -7 DIAMETERS TO END.
AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE.PER N.E.G.,
OPENING. THE OPENING SHALL HAVE A MAXIMUM 511-L HEIGHT
4,
NEIN FOOTIN65 SHALL EXTEND TO A DEPTH THAT WILL NOT
STATE AND LOCAL ENERGY GORES, AND MANUFACTURER'S
OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5.1 5Q.
IMP05E LOADS ON NEW OR EXISTING BASEMENT OR RETAINING
SPEGIFIGATION5 FOR PROPOSED PRODUCTS, APPLIAh':��5 AND
FT., MIN. CLEAR HEIGHT OF 24", MIN, CLEAR WIDTH OF 20" AND
WALLS UNLE55 SPECIFICALLY DETAILED IN THE PLANS.
EQUIPMENT.
SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL
5.
TIE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL
TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY HAVE NET
INTERSECTIONS WITH A MINIMUM OF TWO #4 PINS AT FOOTING
CLEAR MIN. OPENING OF 5 SO. FT.
W AND TO #4 PINS AT WES ALL. EMBED PINS 4 INCHMINIMUM IN
[
J. MEGHA�NIGArL
EPDXY GROUT.
1.
WARM AIR FURNACE OR GAS H.W. TANKS SHALL NOT BE
❑
R. SMOKE ALARM5/DETECTOR5 ,AND
INSTALLED UNDER STAIRS AND 5HALL HAVE PROPER VENTS
CARBON MONOXIDE ALARM5/DETECTOR5
uf
G. LUMBER
AND DIRECT OUT51DE COMBUSTION AIR PER CODE, AND
MANUFA6TURER'5 SPECIFICATIONS.
1.
SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING
1.
FRAMING LUMBER TO BE KILN DRIED TO 1q% MOISTURE
2•
GAS APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH
AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA
CONTENT, GRADED PER STD. GRADING RULES PER
PLATFORM. IF APPLIANCE 15 IN LINE OF VEHICLE TRAFFIC,
GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN ACCESS
I^I.G.L.I.B. OR W.W.P.A. AS APPLICABLE. PROVDE GRADE
PROVIDE A 3" (P GONG FILLED STEEL BOLLARD.
CORRIDOR OPENS INTO A ROOM WITH A CEILING q0" OR
AND SPECIES AS PER FRAMING PLANS, GENERAL NOTES,
3.
AIR DUCTS PENETRATING GAR 6E TO HOUSE SEPARATON
HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR
AND DE516N LOAD CHART,
5HALL BE 26 GAUGE MIN. OR HAVE APPROVED DAMP1T5.
SHALL BE PLACED IN EACH. DWELLING5 WITH MORE THAN ONE
2.
SILL PLATES, DECK SUB-5TRUGTURE5, POSTS AND BEAMS
4.
DUCTING TO MEET MECHANICAL 57D5 AND SYSTEMS ARE TO BE
STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR
EXPOSED TO WEATHER AND WOOD IN CONTACT W1TH
BALANCED. CONTRACTOR SHALL PROVIDE MEGHANIGGL
INSTALLED AT EACH LEVEL AND IN OL05E PROXIMITY TO THE
CONCRETE SHALL BE PRESSURE TREATED WITH AN
DUCTING, EQUIPMENT 51ZING, HEAT L055 GALCULATIONe AND
STAIRS. ALL SMOKE; DETECTORS SHALL BE INTERCONNECTED
APPROVEDPRESERVATIVE.
APPROVED PRESERVATIVE.
MANUFACTURER'5 DATA ON EQUIPMENT EFFICIENCY FOR
AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOORS CLOSED.
3.
BEAMS SHALL AN A.I.T.G. INSPECTION STAMP
OLU -LAMBUILDING
DEPARTMENT REVIEW.
2.
SMOKE DETECTORS IN NEW CONSTRUCTION SHALL BE DIRECT
D. FRAMING
5.
BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS
WIRED TO BUILDING POWER WITHOUT A DISCONNECT 51/4ITCH
SHALL HAVE MECHANICAL EXHAUST, IN INSULATED, RIGID
OTHER THAN FOR OVERGURRENT PROTECTION AND MUST HAVE
1.
COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END
DUGTING TO EXTERIOR, WITH A BAGKDRAFT DAMPER, CAPABLE
BATTERY BACK-UP.
BEARIN65 WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO
OF 5 AIR CHANGES PER HOUR.
2.
REMODELED OR ALTERED EXISTING BUILDIN65 MAY HAVE
PREVENT UPLIFT AND DISPLACEMENT.
6.
DRYER 'EQUIVALENT' EXHAUST DUCT LENGTH 15 TO BE POSTED
BATTERY ONLY OPERATED DETECTORS WHERE DIRECT WIRING
2.
PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS, AND
WITHIN 6 FT OF DUCT CONNECTION.
REQUIRE5 THE REMOVAL OF EX151TNG INTERIOR FINISHES.
JOISTS PER IRG R502-A AND PROVIDE TEMPORARY BRACING
-7.
RAN6EHOODS IN EXCESS OF 400 GFM SHALL HAVE AUTO-
5.
CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE
A5 REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND
CONTROLLED OUTSIDE MAKE-UP AIR.
AND IN THE IMMEDIATE VICINITY OF SLEEPING APEF S,A-I!D ot\ j
�'L`ovel`,
STIFFENERS ARE; INSTALLED.
❑
3.
PROVIDE A MINIMUM JOIST BEARING OF 1-1/2" ON WOOD, 3" ON
❑
K. PLUMBING
5. SECURITY
CONCRETE, WOOD ENTERING CONGRETE OR MASONRY SHALL
1
PLUMBING CONTRACTOR 5HALL 51ZE ALL LINES. VENTS,
1.
PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A
HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END.
AIRGAPS, AND CLEAN -OUTS PER COPE-
MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE
4.
MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER.
2
ITH A1-46 SECTION 402.0
FLOW RATES TO COMPLY WWG 9
V41THOUT SPECIAL. KNOWLEDGE, KEYS OR EFFORT.
UNLESS NOTED, USE 10d NAIL5 AT 12 O.G. STAGGERED.
TOILETS. 1.6 OFF (MAX), SHOWERS: 2.5 GPM (MAX),
2.
PROVIDE AN OBSERVATION PORT ® 54"-66" ABOVE THE
5.
50LID BLOCK W/ 2X AT MIDPOINT OF STUD5 OVER 10 FEET,
LAVATORIE5/FAUCET: 2.5 GPM (MAX).
FLOOR AT SOLID, UNGLAZED ENTRY DOORS,
BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND
5,
HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STPS
RAFTERS AT SUPPORTS. DOUBLE JOISTS UNDER PARALLEL
FOR PROPOSED USE AND BE LABELED NAEGA APPRC'1EV.
❑
T. G,AR,AGE /DWELLING SEPARATION
BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT
4.
HOT WATER TANKS REQUIRE DUAL (HIGH AND LOW) 5E5yIIG
OVERHANGING FLOORS.
STRAPS SECURED TO STUDS, EXPANSION TANK, AND A;
1.
GARAGE TO DWELLING SEPARATION SHALL CONSIST OF
6.
FIRE5TOP AND DRAFTSTOP TO CUT OFF ALL CONCEALED
PRE55URE RELIEF VALVE (PLUMBED TO EXTERIOR).
FIRETAPEJ 1/2" GNIB, APPLIED TO THE GARAGE 51DE OF ALL
HORIZONTAL AND VERTICAL OPENIN65 AT CEILINGS, FLOORS,
GARAGE" SURFACES ADJOINING DWELLING'S LIVING, ATTIC AND
AND ATTIC. PROVIDE VERTICAL FIRESTOP5 AT 10' HORIZONTAL
GRAINL SPACES.
INTERVALS AT WALL FURRING VOIDS,
❑
L. MOISTURE CONTROL
2.
DOOR5 FROM GARAGE TO DWELLING SHALL BE 1-3/8"+ THICK,
FIRESTOP TOP, BOTTOM AND SIDES OF STAIRS WITH 2x
1
ERS SHALL HAVE A NON-A5ORBENT SURFACE TO A
5HOWB
SOLID GORE, AND TIGHT FITTING.
NOMINAL LUMBER.
HEIGHT OF '72 INCHES ABOVE FLOOR.
3.
GARAGE CEILIN05 COMPOSED OF 2X+ SOLID -SAWN JOI5T5 AND
Ed
E. METAL CONNECTOR5
2.
PROVIDE WATERPROOF BOARD OR SLA55 MESH MORTAR
5UPPORTIN6 HABITABLE SPACE; ABOVE, SHALL HAVE ONE
"X"
UNITS BEHIND TIES AT SHOWER SURROUNDS. TILE 5HCYiER5
LAYER OF FIRETAPED 5/8" TYPE GWB. ALL GARAGE POSTS,
1.
ALL METAL CONNECTORS SHALL BE "51MP50N" OR AN
W1TH A 51TE-BUILT PAN SHALL BE FILLED AND LEAK TESTED
BEAMS, AND WALL5 5UPPORTIN6 HABITABLE SPACE SHALL
APPROVED EQUIVALENT,
FOR 12 HOURS. PROVIDE MILDEW RF-515TANT CAULK AT ALL
HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE CEILINGS
2.
FRAME NAILING SHALL COMPLY WITH IBCARG R602,3,0) (2)
TILE ACCESSORIES.
COMPOSED OF 1-JOIST5, WITH HABITABLE SPACE ABOVE, SHALL
UNLESS NOTED OTHERWISE ON FRAMING PLANS OR
HAVE TWO LAYERS OF FFRETAPED 1/21, TYPE "X", GWB MIN.
5HEARWAL.L 5GHEDULE, ALL NAILS SHALL BE COMMON WIRE
❑
M. BATH SAFETY
4.
AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE
NAILS U.N.O.
MINIMUM OR HAVE AN APPROVED DAMPER.
3.
USE GUT WASHERS AT BOLTED CONNECTIONS.
1.
HINGED SHOWER DOORS SHALL OPEN OUTWARD. 0006-5
ANCHOR BOLT WASHERS TO BE SQUARE 3" x 3" x 1/4".
AND SHOWER ENCLOSURES SHALL BE FULLY TEMPERED OR
U. STA IR5 ^NV GUA KPRNL5
CONNECTORS EXPOSED TO ENEATHER SHALL BE GALVANIZED
LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/8"
1.
STAIRWAYS SHALL HAVE A MIN. WIDTH OF 36", A RISER HEIGHT
OR HAVE APPROVED COATING, ROOFING SHALL BE FASTENED
TEMPERED, 1/4" LAMINATED.
OF -7-3/4" MAX., A MIN. TREAD LENGTH OF 10", AND 5/5"
WITH CORROSION -RESISTANT FASTENERS.
2.
FLOOR TILES AT SHOWERS AND WET AREAS 5HAL1- BE
MAXIMUM VARIATIONS. A TREAD NOSING OF 5/4" TO 1-1/4" 15
4.
ACQ-C and D TREATED WOOD (ALKALINE COPPER G2UAT)
SKID -RESISTANT. PROVIDE SECURE BLOCKING FOR r s
REQUIRES CORROSION PROTECTED FASTENERS, BOLTS, AND
GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 500
REQUIRED ON 5TAIRWAYS WITH SOLID RISERS UNLE55 TREAD
HARDWARE SUCH A5 SIMPSON "ZMAX" OR HDE (HOT DIPPED
LB. IMPACT LOAD.
DEPTH 15 11" OR GREATER.
GALVANIZED) OR 5ST300 (STAINLESS STEEL).
2.
HANDRAILS SHALL- BE PROVIDED ON AT LEAST ONE SIDE OF
❑
N. FA OTORY BUILT FIREPLACES / 5TOVE5
FLI6HT5 WITH 4 OR MORE RISERS.
❑
F. PLYWOOD AND DIA f=HRA&m NAILING
3.
HANDRAILS SHALL BE PLACED 34" TO 38" ABOVE THE N05ENG5
1.
UNITS 5HAL1- BE U.L. LISTED PER UL12-1, AND INSTALLED PER
AND 5PACED 1-1/2" MIN. OFF WALL WITH A 1-1/2" TO 2"
1,
ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING
MANUFAGTURER'5 RECOMMENDATIONS AND REQUIRED
DIAMETER, SMOOTH 6RA5P AND AT NEWEL OR 1-1/4" RETURN
STAMP OF APA AND NAIL PER IBG/IRG 602.3.(1),(2).
CLEARANCES.
AT ENDS.
2,
PROVIDE DIAPHRAGM SHEATHING AND NAILING: (U.N.O.)
2.
UNITS SHALL HAVE TIGHT -FITTING GLASS OR METAL 00OF-5,
4.
PROVIDE 80" MIN. CLEAR HEADROOM ABO
FLOOR SHEATHING SHALL BE 3/4" T86 C-D-EXT-APA
READILY ACCESSIBLE CONTROLS TO A TIGHT FITTING FLUE
5,
AREAS 90" ABOVE GRADE (WITHIN 3 FT) 099OOR5
PLYWOOD WITH EXT GLUE, PI: 52/16, GLUE AND NAIL
DAMPER, 6 INCH DIAMETER OUTSIDE COMBUSTION AIR DUCT TO
PROVIDE GUARDRAILS WITH A MINIMUM HEIG-T O,(F j' 0
10d AT 6" O.G. EDGES, 10" O.G. FIELD.
FIRE BOX, AND A 3/8 INCH THICK MIN. NON-COMBUSTIBLE
_ IL
INTERMEDIATE BALUSTERS OR RAILS SPAG c l-¢
ROOF SHEATHINE SHALL BE 15/52" C-D-INT-APA PLYWOOD
-7/16"
HEARTH EXTEN51ON THAT 15 READILY DISTINGUISHABLE FROM
SPHERE CANNOT PASS THROUGH. CITY of EDMONDS
USABLE SPACE UNDER 5TAIP-5 f]��(�LfJQMAw ICES
WITH EXTERIOR GLUE, PI: 24/0, OR 055.
5URROUNDINE FLOOR.
6.
ENCLOSED
pPROVIDE
NAIL Sd AT 6" O.G. PANEL EDGES, 12" O.G. FIELD.
5.
PROVIDE CHIMNEY SIZE AND CLEARANCES PER CODE AND
FIRETAPED 1/2 EWB, ON WALLS AND 5OF�FII"1Tf5.
WALL SHEATHING SHALL BE 15/32" C-D-INT-APA PLYWOOD
MANUF. SPECS FOR INSTALLATION OF 50LID FUEL BURNING
FIREBLOGKING IN CONGEALED SPACES BETWEEN STAIR
WITH EXTERIOR GLUE, F 1, 24/0, OR -7/16" OSB.
APPLIANCES.
STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS
NAIL 8d AT 6" O.G. PANEL EDGES, 12" O.G. FIELD.
4.
FIREPLACES WITH GAS COMBUSTION ONLY SHALL BE
ALONG AND IN LINE WITH RUN OF STAIRS.
INSTALLED PER I.M.G. AND MANUF. SPECIFICATIONS.
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REVISIONS
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SE�ONi/ FLOOR PLAN � Hardware and fasteners in contact with ■
preservative -treated wood shall be of
hot -dipped zinc galvanized steel, ■
5GALE 1/4" = V- O" stainless steel, silicon bronze or copper. I
-. In the absence of manufacturer's ■
recommendations a minimum of ASTM A 653
��pE � I{ type G185 zinc -coated galvanized steel, or
L equivalent, shall be used. I
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FIRST FLOOR PLAN
1
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SECoONP FLOOR FRAMING PLAN
IRC R317.3.1 IBC 2304.10.5.1
L _-_-_-_-_-_-_-_-_-_.J IBC III
L
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0')
l REFERENCE
Ph -I NORTH
CMS W-��
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511
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SCALE 1/4" = 1'- O"
ATTENTION: SPECIAL INSPECTION REQUIRED
Soil condition to be evaluated by Geo-Tech inspection,
Robert M Pride, P.E. prior to placing concrete and to be
documented as conforming to the requirements before
proceeding.
nl -
FOUNPATION PLAN
5GALX 1/4" = 1'- O"
ANI;� O^ ANV EXTERIOR 170OR SGHEaULF.
ATTENTION: TH15 SCHEDULE 15 FOR ENERGY CODE GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED A5 PRODUCT OR;JERING 5PECIFICATIONS.
• SEE WORD ABBREVIATION INDEX ON PAGE 1
- PROVIDE HARDWARE B AGCESSORIE5 PER OMER.
• CODE LETTER = WINDOWS, CODE NUMBER = DOORS
• PROVIDE WEATHER-STRIPPING FOR EXTERIOR DOORS.
+ ONLY THERMAL DOORS ARE L15TED BELOW.
• PROVIDE 5GREENS FOR VENTING WINDOW5, DOOR5 AND 5KYLIGHT5.
• VERIFY 51ZE5 AND QUANTITIES WITH PLANS.
• PROVIDE MANUF. STD. MUNTIN GRILLS AS SHOWN ON ELEVATIONS.
• SEE ELEVATIONS FOR VENTING & CU5TOM SHAPES.
- MANUF/ SUPPLIER SHALL PROVIDE GONTRAGTOR WITH ROUGH
• SEE FLOOR PLAN FOR ACTIVE DOOR PANELS & SWING.
OPENING REQUIREMENTS AND INSTALLATION INSTRUCTIONS.
NFRG
GODS
UNITSIZE
NO.
WIDTH
HEIGHT
5Q. FT.
DE5GRIPTION
FRAME TYPE
GLASS TYPE
AIR51-.
FEATURES
U VAL
U x A
A
4/O x 5/O
1
4.00
5.00
20.00
SLIDER XO
VINYL OR WOOD
2 GL LOW E ARG
a500
T5G
1
5/0 x 6/5
1
3.00
6.611
21.00
STORE DOOR
C FG OR 5TL IN5UL
2 GL LOW E ARG
0.500
TSC�
CITY OF EDMONDS-
GUANTITY TOTAL: 2
AREA =
4.1.00 5G. FT. TOTAL
[ UA / AREA = UA AVERAGE =1
0.301UA
TOTAAl
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5GALE 1/4" = 1'- O"
WINDOW: MILOARD, JELDWEN OR EGIJIV_ DOUBLE &LAZ=D WITH LOW E AND ARGON FILLED
DOOR: 5lMP5ON, JELDWEN OR EQUIV. FIBERGLASS OR STEEL OVER RIGID INSUL. DOUBLE &LAZED LOW E ARGON
El"
of
F,-)L
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^FST ELEVATION
ZC-ALE 1/4" = 1'— 0"
•—. - , I— I-- f - - • -
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t . .I
Hardware and fasteners in contact with ■
preservative -treated wood shall be of I
hot -dipped zinc galvanized steel, ■
stainless steel, silicon bronze or copper.
In the absence of manufacturer's
recommendations a minimum of ASTM A 653
type G185 zinc -coated galvanized steel, or ■
equivalent, shall be used. I
IRC R317.3.1 IBC 2304.10.5.1 ■
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SOUTH ELEY,4TION
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SCALE 1/4" = 1'— 0"
Nr6o< (.,0
�2I DETAIL
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RESUB
Oct 12 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
W
. 23.2
REVISIONS
A. -)A,71,
C!
SGALE 1" = 1`-0" SCALE