APPROVED BLD-BLD2021-0758+Architectural_Plan+6.3.2021_11.49.01_AM+22303731
2.
5.
4.
5.
6.
POSICGN LOAFS
GOD} 5
201P LR.G. WITH WASHINGTON STATE AMENDMENTS.
2015 WASHINGTON STATE ENERGY CODE
2015 I.R.G. V.I.A.62. CODE.
LIVE LOADS
+ ROOF: 25 P5F (SNOW)
• FLOORS: 40 P5F
• SLEEPING ROOMS AND HABITABLE ATTICS: 30 P5F
+ ATTIC WITH LIGHT STORAGE: 20 PSI✓
• ATTIC WITHOUT STORAGE: 10 P5F
• STAIR-5: THE GREATER OF 40 P5F OR CONCENTRATED
LOAD OF 500 LBS PER 4 SQUARE INCHES
• DECKS AND BALCONIES: 60 P5F
• GUARD AND HANDRAILS: HORIZ 200# PT.'LOAD AT TOP
• GUARDRAIL IN -FILL COMPONENTS: 50 LB5 PER SO FT
• 5ASIG WIND SPEED: 85 MPH, EXPOSURE B (U.N.O.)
• SEISMIC ZONE: USE GROUP 1, DESIGN CATEGORY D2
501L
■ 501L BEARING CAPACITY ?55UMW AT 1500 P5F 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 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS,
WHERE PLACEMENT 15 EXPOSED TO WEATHER, GARAGE
AND CARPORT SLABS, PORCHES, STEPS AND RETAINING
WAL.L5 (TABLE R402.2.).
+ 2500 PSE MINIMUM AT OTHER CONCRETE, NOT EXPOSED
TO WEATHER.
+ EXTERIOR WALK5 AND SLABS TO BE AIR ENTRAINED NOT
LE55 THAN 5% OR MORE THAN '1%.
• MIX REQUIREMENTS: 5-1/2 SACK CEMENT PER CU YO,
WITH MAXIMUM OF 6 GAL. WATER PER SACK.
MAXIMUM SLUMP 411, MAXIMUM AGGREGATE SIZE 1-1/2"
REINFORCING STEEL
+ A5TM A-615 GRADE 6O FOR 5EI5M16'D'
FRAMING LUMBER (UNLESS NOTED On-IERW15E)
PLATES HF #2 (P.T. AT GONG)
MUD51LL5 ON GONG P.T. HF #2
STUDS HF "STUD GRADE"
HOEAVERS D RAFTERS DF 2
POSTS AND BEAMS DF #1
6LU-1-AM BEAMS (SIMPLE" SPAN) 24F V4
GLU-LAM E3EAM5(OVERHANGIN6) 24F VS
DECK J015T5 AND LEDGERS P.T. OF #2
DECK BEAMS P.T. DF #1
MA50NRY
• MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND.
GRADE 40 STEEL
GENERAL NOTE5
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS
FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. 517E
CONDITIONS INCLUDE, 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 DIMS=N5ION5 TAKE PRECEDENCE OVER DRAWING
SCALE. DETAILS TAKE PRECEDENCE OVER PLAN AND
ELEVATION VIEWS.
ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS
SHALL MEET OR EXCEED THE ACCEPTINDUSTRY
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 DRAWINGS.
UNLESS A FROFE59IONAL SURVEY ACCOMPANIES THE PLANS,
THE PLOT PLAN WAS DRAWN FROM GENERAL 517E LANDMARKS
AND 15 NOT TO BE CONSTRUED A5 A PROFF„5510NAL SURVEY.
THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR
MAINTAINING REQUIRED ZONING 5ETBACK5 OR SHALL, AT THEIR
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 TH15 OFFICE, PRIOR TO
CONSTRUCTON, OF ANY REVISIONS OR ADDED REQUIREMENTS
REQUESTED BY THE BUILDING OFFICIAL HAVING JURISDICTION.
THE CONTRACTOR SHALL VERIFY 517-E AND LOCATION OF ALL
REQUIRED OPENIN65 IN FLOORS, WALLS AND ROOF WITH
PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK,
PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS,
THESE DRAJNIN65 ARE INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF THE ARGHITEGT. PROTECTED UNDER COMMON
LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE
DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15
PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE
ARCHITECT.
GENERAL GONSTRUCMON NOTES
A. SITE CONDITIONS AND SITE WORK
1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER
FROM THE 50IL BEARING CAPACITY OUTLINED UNDER "DE516N
101I!,DS", OR IF EXCESSIVE GROUND WATER 15 PRESENT,
CONTACT THIS OFFICE BEFORE PROCEEDING.
ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND
SHALL BEAR ON UNDISTURBED, NATIVE SOIL.
2. DO NOT BACKFILL UNTIL. WALLS HAVE BEEN ADEQUATELY
BRACED OR HAVE BEEN DESIGNED To RESIST LATERAL EARTM
PRESSURE. BAGKPILL MATERIAL SHALL BE GLEAN, PERMEABLE
AND FREE OF ORGANIC MATERIALS.
3. INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DRAINS
IN ONE C.U. FT. OF DRAIN GRAVEL PER LINEAL FT. WITH FILTER
FABRIC, OVER. PROVIDE SEPARATE OOWN5POUT AND SEALED
SURFACE DRAINAGE AND/OR RETENTION SYSTEM AS REQUIRED
BY LOCAL CODE,
64 B. CONCRETE
1. CENTER ALL P05T FOOTINGS UNLE55 NOTED AND PROVIDE 2
INCH PLINTHS ADJACENT SLABS, 8 INCH PLINTHS AT OPEN
EARTH (6 INCH IF POST 15 PRE55URE TREATED), AND INSTALL
SILL PLATES AT LEST 6 INCHES ABOVE FINISHED GRADE OR 2
INCHES ABOVE SLABS, DAMP-PROOF EXTERIOR OF BASEMENT
WALLS AND WALLS RETAINING EARTH ADJACENT
CRAWL.SPACES WITH TWO GOATS OF ASPHALTIC EMULSION
UNLESS A 5PECIFIG WATERPROOFING SYSTEM IS SPECIFIED IN
THE PLANS.
2, INSTALL STEEL REINFORCING PER A.G.I. 5TANDARD PRACTICE.
SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 50
BAR DIAMETERS, MINIMUM BAR CONCRETE COVER E5 3" TO
EARTH, 2" TO WEATHER, T' TO OTHER.
3. ANCHOR BOLTS TO BE EMBEDED A MINIMUM OF -7 INCHES
U.N.O., TWO BOLTS MIN. PER PLATE, PLACE WITHIN 121, FROM
ENDS BUT NOT LESS THAN '7 DIAMETERS TO ENO.
4. NEW FOOTINGS SHALL EXTEND TO A DEPTH THAT WILL NOT
IMPOSE LOADS ON NEW OR EXISTING BASEMENT OR RETAINING
WALL5 UNLE55 SPECIFICALLY DETAILED IN THE PUNS.
5. TIE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL
INTERSECTIONS WITH A MINIMUM OF TWO #4 PINS AT FOOTING
AND TWO #4 PINS AT WALL. EMBED PINS 4 INCHES MINIMUM IN
EPDXY GROUT.
1 0. LUMBER
1. FRAMING LUMBER TO BE KILN DRIED TO 1996 M015TURE
CONTENT, GRADED PER STD. GRADING RULES PER
W.0.L.1.5. OR W.W.P.A, AS APPLICABLE. PROVIDE GRADE
AND SPECIES AS, PER FRAMING PLANS, GENERAL NOTES,
AND DESIGN LOAD CHART.
2. SILL PLATES, DECK SUB-5TRUGTURES, POSTS AND BEAMS
EXPOSED TO WEATHER AND WOOD IN CONTACT WITH
CONCRETE SHALL BE PRE55URE TREATED WITH AN
APPROVED PRESERVATIVE.
B. GLU-LAM BEAMS SHALL BEAR AN A.I.T.G. INSPECTION
STAMP AND SHALL BE "ARCHITECTURAL GRADE" WHERE
EXPOSED TO VIEW OR PER 5PEG5.
Ud D. FRAMING
1. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END
BEARINGS WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO
PREVENT UPLIFT AND DISPLACEMENT.
2. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS, AND
JOISTS PER IRC R502.1 AND PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND
STIFFENERS ARE INSTALLED. HOLES AND NOTCHES PER R502.8
J. PROVIDE A MINIMUM JOIST BEARING OF 1-1/211 ON WOOD, 3" ON
CONCRETE. WOOD ENTERING CONCRETE OR MASONRY SHALL
HAVE 1/2" NET AIRSPACE AT TOP, 51DE5 AND END.
4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER.
UNLE55 NOTED, USE 10d NAILS AT 12" O.G. STAGGERED.
5. SOLID BLOCK W/ 2K AT MIDPOINT OF STUDS OVER 10 FEET,
BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND
RAFTERS AT SUPPORTS. DOUBLE JOISTS UNDER PARALLEL
BEARING PARTIT10N5 AND UNDER WINDOW CRIPPLES AT
OVERHANGING F1OOR5,
6. FIRESTOP AND DRAFT5TOP TO GUT OFF ALL CONGEALED
HORIZONTAL AND VERTICAL OPENINGS AT CEILINGS, FLOORS,
AND AT7i(:.. PROVIDE VERIIGAL FIRESTOP5 AT 10`
HORIZONTAL INTERVALS AT WALL FURRING VOIDS.
FIRESTOP TOP. BOTTOM AND SIDES OF STAIRS WITH 2K
NOMINAL. LUMBER.
3.
4.
Ll
1.
2.
E. METAL CONNECTORS
ALL METAL CONNECTORS SHALL BE "SIMPSON" OR AN
APPROVED EQUIVALENT,
FRAME~ NAILING SHALL. COMPLY WITH IBCARG R602.3.(1) (2)
UNLE55 NOTED OTHERWISE ON FRAMING PLANS OR
5HEAF4NALL SCHEDULE, ALL NAILS SHALL. BE COMMON WIRE
NAILS U.N.O.
USE GUT WASHERS AT BOLTED GONNECTION5.
ANCHOR BOLT E^IA5HEp5 To BE SQUARE 3" x B" X
CONNEC,TOR5 F-XP05ED TO WEATHER SHALL BE GALVANIZED
OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED
WITH CORROSION-RE515TANT FASTENERS.
ACQ-C and D TREATED WOOD (ALKALINE COPPER QUAT)
REQUIRES CORROSION PROTECTED FASTENERS BOLTS, AND
HARDWARE SUCH A5 51MP50N "ZMAX" 09 HOG (HOT DIPPED
GALVANIZED) OR 55TS00 (STAINLESS STEEL).
F. PLYWOOD AND DIAPHRAGM NAILING
ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING
STAMP OF APA AND NAIL PER ISCARG
PROVIDE DIAPHRAGM SHEATHING AND NAILING: (U.N.O.)
FLOOR SHEATHING SHALL BE 5/411 T46 0-D-E_X7 -APA
PLYWOOD WITH EAT GLUE, PI: 32/16, GLUE AND NAIL
10d AT b" O.G. EDGES, 10" D.G. FIELD.
ROOF SHEATHING 5HA I- BE 15/5211 G-D-IN'r APA PLYWOOD
WITH EXTERIOR GLUE, PI: 24/0, OR -7/16" 055.
NAIL 8d AT 6"O.G. PANEL.. EDGES, 12` O.G. FIELD.
WALL SHEAT1-IIN6 SHALL BE 15/32" C-D-1NT-APA PLYINOOD
WITH EXTERIOR GLUE, PI: 24/0, OR -7/16" 065.
NAIL Bd AT 611 O.G. PANEL EDGES, 12" O.G. - City Of Edmond S
Building Department
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Work DECK/WINDOWS
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-------------------------------
Address: 817 7TH AVE N
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Owner ; SCHROEDER
Approved Date; ___zz=--- b--I gi b =l
Building Official lrer _ Max
Aey
Permit Number-BLD2021-0758
❑
G. VENTILATION AND AGCE55
❑
O. TRU55E5
1.
VENTILATE DRAWL 5PAGE5 AND OVERHANGING FLOORS WITH
1.
PRE -FABRICATED TRUSSES SHALL BE DESIGNED BY A
SCREENED OPENINGS NOT LESS THAN 1 SO. FT. NET CLEAR
WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN
AREA FOR EACH 300 SO. FT. OF UNDER FLOOR AREA.
ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT
DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE
COMPLETE SHOP DRAWIN65 WITH ENGINEER'S .SEAL FOR
LENGTH OF AT LEAST TWO OPPOSITE SIDES AND Oh OPENING
APPROVAL PRIOR TO FABRICATION. TRUSSES M05T BE
WITHIN 3 FT OF EVERY CORNER.
STAMPED BY AN APPROVED MANUFACTURER OR BY A OUAL17`(
COVER WITH 1/4`' GORR05ION-RESISTANT WIRE MEESH AT
CONTROL AGENCY SUCH A5 WASHINGTON WOOD TRUSS
CRAWL SPACE OPENING5.
FABRICATORS COUNCIL.
2.
PROVIDE 15" X 24" MIN. CLEAR ACGE55 THRU FLOOR OR 16" X
2.
CONTRACTOR TO VERIFY 5PAN5 PRIOR TD FABRICATION.
24' THROUGH WALL TO UNDER FLOOR AREAS.
S.
APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF
S.
VENTILATE ATTIC 5PAGE5 WITH NET CLEAR AREA EQUAL TO
RAFMR5, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS.
1/15OT H OF THE ATTIG AREA, EXCEPT THE NET AR_A MAY BE
NON -BEARING PARTITIONS 5ELOW TRUSSES SHALL BE
1/500TH, PROVIDED 50% TO 809b f5 36" ABOVE EAVES, WITH
SEPARATED FROM TRUSS WITH SIMPSON 5TG CLIPS.
THE BALANCE IN THE EAVES.
4.
TRU55E5 SHALL BE BRACED TO PREVENT ROTATION AND
S.
WHEN A 50" OR MORE CLEAR ATTIC HEIGHT IX15T5 FROM THE
PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE
TOP OF CEILING JOISTS TO UNDER51ME OF ROOF AhV A 30+
WITH THE INDIVIDUAL 77PU55 DESIGN PROVIDED BY THE
SO FT AREA, PROVIDE AN ACCESSIBLE PANEL:'.-)2" X 30", WITH
MANUFACTURER.
50" CLEAR HEIGHT ABOVE. PROVIDE IN ULAMON RETAINER, R-
41 BATT AND WEATHER-STRIP.
❑
1.
P. 5KYLICSHTS
GLAZING SHALL BE INSULATED, FULLY TEMPERED, OR
H. SAFETY GLAZING
LAMINATED 6L..A55 PER 5PEG5.
1.
TEMPERED SAFETY 6LA55 SHALL BE INSTALLED IN
2.
PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER
HAZARDOUS LOCATIONS AND SUBJECT TO HUMAN IMPACT,
FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDES.
GLAZING IN DOORS, GLAZING WITHIN A 24" ARC, OF CLOSED
THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE
DOOR, GLAZED AREAS > 9 SO. FT. WHEN LESS THAN W'
LOWER END. INSTALL PER MANUFAGTURER'5 INSTRUOMON5,
ABOVE A WALKING SURFACE, PER 115G/IRG F-W5.4.
INSULATE, FIN15H AND FLARE WELL TO CEILING PER PLANS.
2.
SAFETY GLAZING IS REQUIRED TO BE PERMANENTLY
MARKED PER IBC/fRG R508.1.
❑
0. EMERGENCY EGRESS
❑
1. ELECTRICAL
1.
EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC
SHALL HAVE ONE OPENABLE EMERGENCY ESCAPE AND
1.
ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE
RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL
ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE
HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF
AND PROVIDE REGUIR.W CIRCUITS AND AMPERAGE PER N.E.G.,
9.190. FT., MIN. CLEAR HEIGHT OF 24", MIN. CLEAR WIDTH OF
STATE AND LOCAL ENERGY CODES, AND MANUF. 5PEG5 FOR
20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT
PROPOSED PRODUCTS, APPLIANCES AND EQUIPMT.
SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY
HAVE NET CLEAR MIN. OPENING OF 5 50. FT.
❑
.I. MECHANICAL
❑
R. SMOKE ALARM5/DETECTORS AND
1.
WARM AIR FURNACE OR GAS, H.W. TANKS SHALL NOT V`
INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS
CARBON MONOXIDE ALARMS/VETEGTOR5
AND DIRECT OUf'SIPE COMBUSTION AIR PER CODE AND
1.
SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING
MANUFACTURER'S SPECIFICATIONS.
AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA
2.
GA5 APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH
GIVING ACGE55 TO EACH SLEEPING AREA. WHERE AN ACCESS
PLATFORM. IF APPLIANCE 15 IN LINE OF VEHICLE TRAFFIC,
CORRIDOR OPENS INTO A ROOM WITH A CEILING W" OR
PROVIDE A 3" CA GONG FILLED STEEL BOLLARD.
HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR
B.
AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION
SHALL BE PLACED IN EACH. DWELLINGS WITH MORE THAN ONE
SHALL BE 26 GAUGE MIN. OR HAVE APPROVED DAMPERS.
STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR
4.
DUCTING TO MEET MECHANICAL 5TD5 AND SYSTEMS ARE TO BE
INSTALLED AT EACH LEVEL AND IN CLOSE PROXIMITY TO THE
BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL
6TAIR5. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED
DUCTING, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND
AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOORS CLOSED.
MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY.
AN INTERCONNECTED HEAT OETEGTOR/ALARM SHALL BE
5.
BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS
INSTALLED CENTRALLY IN NEW ATTACHED GARAGES.
SHALL HAVE MECHANICAL EXHAU5T, IN INSULATED, RIGID
DUCTING TO EXTERIOR, WITH A BAGKDRAFT OAMF:R, CAPABLE
2.
SMOKE DETECTORS IN NEW CONSTRUCTION SHALL BE DIRECT
OF 5 AIR CHANGES PER HOUR.
WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH
6.
DRYER'EQUIVALENT EXHAUST DUCT LENGTH 15 TO BE P05TED
OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE
WITHIN 6 FT OF DUCT CONNECTION.
BATTERY BACK-UP.
-1.
RANGEHOODS IN EXCESS OF 400 GFM SHALL HAVE AUTO -
CONTROLLED OUTSIDE MAKE-UP AIR.
S.
CARBON MONOXIDE ALARMS SHALL BE DIRECT WIRED AND
INSTALLED OUTSIDE AND IN THE IMMEDIATE VICINITY OF
❑
K. PLUMBING
5LEEPING AREAS AND ONE ON EACH HOUSE LEVEL AND
INTERCONNECTED WITH SMOKE ALARMS.
1.
PLUMBING CONTRACTOR SHALL 51ZE ALL LINES, VENTS,
INTERGONNEGTION MAY USE WIRELESS TECHNOLOGY.
AIRGAPS, AND GLEAN -OUTS PER CODE,
2.
FLOW RATES TO COMPLY WITH CURRENT CODE
❑
S. SECURITY
TOILETS: 1.6 OFF (MAX), 5HOWERS: 2.5 GPM (MAX),
LAVATORIE 5/FAUGET: 2.5 GPM (MAX).
1.
PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A
B.
HOT' WATER TANKS SHALL BE 51ZED BY INDUSTRY ST05
MINIMUM THROW DEAD BOLT WITH LOCKS OPERABLE
FOR PROPOSED USE AND BE LABELED NAECA APPROVED.
510 KEYS OR EFFORT.
WITHOUT SPECIAL ICNOWLON
4.
HOT WATER TANKS REQUIRE DUAL (HIGH AND LOA) S•EI5M1G
2.
PROVIDE AN OBSERVATION PORT Y 5OORS66" ABOVE THE
F
STRAPS SECURED TO STUDS, EXPANSION TANK, AND A
FLOOR AT SOLID, UNGLAZED ENTRY DOORS.
PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR).
❑ L. MOISTURE CONTROL
1. SHOWERS SHALL HAVE A NON -ABSORBENT SURFACE TO A
HEIGHT OF '72 INCHES ABOVE FLOOR.
2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR
UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHOWERS
WITH A 51TE-BUILT PAN SHALL BE FILLED AND LEAN TESTED
FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL
TILE ACGEa50RIE5.
❑ M. BATH SAFETY
1. HINGED SHOWER DOORS SHALL OPEN OUTWARD. DOORS
AND SHOWER ENCLOSURES SHALL BE FULLY TEMPERED OR
LAMINATED SAFETY GLASS, MINIMUM THICKNESS =1/6'
TEMPERED, 1/4" LAMINATED.
2. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE
51<I0-RE515TANT. PROVIDE SECURE BLOCKING FOR ALL
GRAB BARS PER PLAN, CAPABLE OP SUPPORTING A 500
L.B. IMPACT LOAD.
❑ N. FACTORY BUILT FIREPLACES, / STOVE5
1. UNITS SHALL BE U.L. LISTED PER UL12"1, AND INSTALLED PER
MANUFAGTURER'5 RECOMMENDATIONS AND REQUEP
CLEARANCES.
2. UNITS SHALE_ HAVE TIGHT -FITTING GLASS OR METAL DOORS,
READILY ACCE551BLE CONTROLS TO A TIGHT FITTING FLUE
DAMPER, 6 INCH DIAMETER OUTSIDE COMBUSTION AIR DUCT TO
FIRE BOX, AND A B/8 INCH THICK MIN. NON-G0MI5-1J5715LE
HEARTH EXTENSION THAT 15 READILY DI5TIN6UISHA5L.E FROM
SURROUNDING FLOOR.
3. PROVIDE CHIMNEY SIZE AND CLEARANCES PER CODE AND
MANUF. 5PEG5 FOR INSTALLATION OF 50LID FUEL BURNING
APPLIANCES.
4. FIREPLACES WITH GAS COMBUSTION ONLY SHALL BE
INSTALLED PER I.M.G. AND MANUF. SPECIFICATIONS.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
❑ T. GARAGE / DWELLING SEPARATION
1. GARAGE TO DWELLING SEPARATION SHALL GON515T OF
FIRETAPED 1/2" GAB, APPLIED TO THE GARAGE SIDE OF ALL
GARAGE SURFACES ADJOINING DWELLING'5 LIVING, ATTIC AND
GRAJA L 5PAGE5,
2. DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/BIT+ THICK,
50LID GORE, AND TIGHT FITTING.
5. GARAGE CEILINGS COMPOSED OF 2X+ 501-ID-SAWN JOISTS AND
SUPPORTING HABITABLE SPACE ABOVE, SHALL HAVE ONE
LAYER OF FIRETAPED 5/8" TYPE "X" ISM. ALL GARAGE POSTS,
BEAMS, AND WALL-5 SUPPORTING HABITABLE SPACE SHALL
HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE CEILINGS
COMP05E1:1 OF I -JOISTS, WITH HABITABLE SPACE ABOVE, SHALL
HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X", GWB MIN.
4. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE
MINIMUM OR HAVE AN APPROVED DAMPER.
U. STAIRS AND GUARDRAILS
1. STAIRWAYS SHALL HAVE A MIN. WIDTH OF 36", A RISER HEIGHT
OF 1-3/4" MAX., A MIN. TREAD LENGTH OF 10", AND B/811
MAXIMUM VARIATIONS. A TREAD NOSING OF 3/4" TO 1-1/4" 15
REQUIRED ON STAIRWAYS W1TH SOLID RISERS-UNLE55 TREAD
DEPTH 15 11" OR GREATER.
2. HANDRAIL5 SHALL BE PROVIDED ON AT LEAST ONE SIDE OF
FLI6HT5 WITH 4 OR MORE RISERS.
3. HANDRAILS SHALL BE PLACED 34" TO 55" ABOVE THE NOSINGS
AND SPACED 1-1/2" MIN. OFF WALL WITH A 1-1/2" TO 2"
DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURN
AT ENDS.
4. PROVIDE 80" MIN. CLEAR HEADROOM ABOVE N051NG5.
5. AREAS 50" ABOVE GRADE (WITHIN 3 FT) OR ADJACENT FLOORS
PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF Be," AND
INTERMEDIATE BALUSTERS OR RAILS SPACED SO THAT A 4"
SPHERE CANNOT PA55 THROUGH.
6. ENCLOSED USABLE. 5PAGE UNDER STAIR5 SHALL HAVE
FIRETAPED 1/2" ISM ON WALLS.AND SOFFITS. PROVIDE
FIREBLOCKING IN CONCEALED SPACES BETWEEN STAIR
STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN 5TUD5
ALONG AND IN LINE WITH RUN OF STAIRS.
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REVISIONS
kjj
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Jun 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
A landing is required at the bottom
■ of the stairs. This landing should �`%
be at least as wide as the width of
the stairs and no less than 36' in D 2 Ili'
the direction of travel. Please refer
to 2018 IRC Section R311.7.6
p P
L--) FrAAZ�
•mil `
(HANDRAILS ARE REQUIRED AT STAIRS WITH FOUR
.OR MORE RISERS. ALL HANDRAILS TO BE LOCATED
134" TO 38" ABOVE TREAD NOSING. OPEN SIDES OF
■STAIRS MORE THEN 30" ABOVE ADJACENT FLOOR i
ISHALL HAVE HANDRAILS & GUARDRAILS. THE
■HANDGRIP PORTION SHALL HAVE ACROSS
ISECTIONAL DIMENSION OF 1'/4" TO 2". IRC R311.7.8. j
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SCALE 1/4" = 1'- G"
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NOTE:
ANY EXTERIOR (THERMAL) Y IALL5 OPENED DURING
THE COURSE OF CONSTRUCTION SHALL REGEWE
INSULATION APPROPRIATE FOR STUD DEPTH
NIITHOUT GOMPRE551ON: 2X4 STUDS = R-15 BATTS,
2X6 STUDS = R-21 BA7T5
Hardware and fasteners in contact with
preservative -treated wood shall be of ■
' hot -dipped zinc galvanized steel, I
stainless steel, silicon bronze or copper.
.In the absence of manufacturer's recommendations■
a minimum of ASTM A 653 type G185 zinc -coated I
galvanized steel, or equivalent, shall be used. ■
LIRC R317.3.1 IBC 2304.10.5.1 I
. . . . . . . . . . . . . . . . . .
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VEGK PLAN
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tl (PROVIDE LANDINGS AT NEW EXTERIOR(
,DOORS WITH A MINIMUM SIZE OF 36" IN
THE DIRECTION OF TRAVEL AND NOT
LESS THAN THE WIDTH OF THE DOOR
PER IRC R31.1.3
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SCALE 1/4" = 1'- O"
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
(GUARDRAILS SHALL BE DESIGNED TO RESIST A
■CONCENTRATED LOAD OF 200 POUNDS IN ANY
I DIRECTION AT THE TOP OF THE GUARDRAIL.
.INFILL COMPONENTS SHALL BE DESIGNED TO
I RESIST A HORIZONTAL LOAD OF 50 POUNDS ■
■OVER A ONE SQUARE FOOT AREA. IRC R301.5. i
is
I
r ■ ■ ■ ■ ■ ■ ■ Ems
For placement of lag screws in ledger, and ■
other possible requirements, please refer to
mybuildingpermit.com Tip Sheet #5 "basic ■
decks w/ 60 psf Live Load"
I
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11 SCALE 1" = 1'-0"
f.� IGUARDRAILS SHALL BE MIN. 36" IN HEIGHT
I ■WHERE THE ADJACENT SURFACE OR ■
(GRADE IS 30" OR MORE BELOW. RAILINGS
■SHALL BE SPACED TO NOT ALLOW THE ■
PASSAGE OF A 4" SPHERE. IRC R312.1
WINVO1N ANn EXTERIOR POOR SGHEflULM
ATTENTION: THIS SCHEDULE 15 FOR ENERGY CODE GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED AS PRODUCT ORDERING SPEGIFICATION5.
• SEE WORD ABE3REVIATION INDEX ON PAGE 1
• PROVIDE HARDYVARE $ ACCESSORIES PER OWNER.
• CODE LETTER = WINDOWS, CODE NUM5ER = DOORS
• PROVIDE WEAT•HER-5TiRIFFING FOR EXTERIOR DOORS.
• ONLY THERMAL DOORS ARE LISTED BELOW.
• PROVIDE 5CREEN5 FOR VENTING WINDOY16 DOORS AND SKYLI(SHTS.
• VERIFY 51ZE5 AND GUANTITIF5 WITH PLANS.
• PROVIDE MANUF. STD. MUNTIN GRIL.L5 A5 5HOWN ON ELEVATIONS.
• SEE ELEVATIONS FOR VENTING 8 CUSTOM SHAPES,
• MANUF/ SUPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH
• 5EE FLOOR PLAN FOR ACTIVE DOOR PANELS 6 SWING.
OFENING REQUIREMENTS AND INSTALLATION INSTRUCTIONS.
NFRC
CODE
UNIT 512-E
NO.
WIDTH
HEIGHT
5G. FT.
DESGRIPTiON
FRAME TYPE
GLASS TYPE
AIRSP,
FEATURES
U VAL
U X A
A
5/O x 5/O
1
5.00
5.00
25.00
SLIDER XO
VINYL
2 GL LOW E ARG
0.812
TSG
0.50
-7.50
1
'7/g x 6/8
1
'715
6.67
51.bQ
SLIDING GL DOOR
VINYL
2 GL LOA E ARG
0.625
T5157
0.50
15.51
QUANTITY TOTAL.: 2
AREA =
"16.6-1 50. FT. TOTAL
UA / AREA = UA AVERAGE =
0.50
UA TOTAL
25.01
PRODUCTS: MILOARD VINYL LOW E, 5UNCOAT MAX, ARGON FILLED DOUBLE GLAZED IN TEMP. SAFETY 6LA55
!STAIR RISERS SHALL BE 7 3/a" MA7Il K--
TREAD DEPTH SHALL BE 10" MIN: RISER
I HEIGHT AND TREAD DEPTH MUST NOT
■VARY BY MORE THAN 3/8". OPEN
I RISERS MORE THAN 30" ABOVE GRADE
-SHALL NOT ALLOW THE PASSAGE OF A
k4" DIAMETER SPHERE. IRC R311.7.5.
WAS
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02
SCALE
NOTE5:
1. PROVIDE 5TAIR4NAY MINIMUM WIDTH OF 36", RISER HEIGHT OF 5" MAX., TREAD
LENGTH OF q" MIN., AND A 3/5" MAX. VARIATION.
2. 5TAIRWAY5 LE55 THAN 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLE55 BOTH SIDES
ARE OPEN.
3. RAILS SHALL BE 34" TO 35" OFF N05ING5 4 SPACED 1-1/2" MIN. OFF HALL WITH A
SMOOTH, 1-1/2" TO 2" DIAMETER GENERAL GRA5P, AND A NEWEL OR RETURN AT ENDS.
4. PROVIDE SO" MIN. CLEAR HEADROOM ABOVE STAIR N051N65.
5. PROVIDE 6UARDRAIL5 FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A
MIN. HEIGHT OF 36", AND INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4"
DIAMETER SPHERE CANNOT PAS5 THROUGH.
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REVISIONS
C L41E
Jun 04 2021
DEVELOPMENT SERVICES
DEPARTMENT