APPROVED ENG BLD BLD2022-0048+Architectural_Plan+1.17.2022_9.45.48_AM+26238621.
2.
3.
4,
5.
7
Calculation packet demonstrates the Deck
load to be 70# PSF. Please see Structural
Calculations.
PESIGN L,OAVS
CODES
2018 I.R.G. I^IITH WASHINGTON STATE AMENDMENTS.
2015 WASHINGTON STATE ENERGY CODE
LIVE LOADS
• ROOF: 25 PSF (SNOW)
• FLOORS: 40 PSF
• SLEEPING ROOMS AND HABITABLE ATTICS: 30 PSF
• ATTIC WITH LIGHT STORAGE: 20 PSF
• ATTIC WITHOUT STORAGE: 10 PSF
• 5TAIR5: THE GREATER OF 40 PSF OR CONCENTRATED
LOAD OF 300 LB5 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 50 FT
• BASIC WIND SPEED: 85 MPH, EXP05URE B (U.N.O.)
• SEISMIC ZONE: USE GROUP 1, DESIGN CATEGORY D2
BOIL
. 501L BEARING CAPACITY ASSUMED AT 1500 PSF IN PLANS
OR PER REPORT BY QUALIFIED SOILS ENGINEER.
. EARTH PRE55URE A55UMED AT 60 PGF EQUIVALENT FLUID
PRESSURE FOR BASEMENT kNALL5 AND 30 PGF FOR
CANTILEVER RETAINING WALL-5.
CONCRETE
• 5000 P51 MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS,
WHERE PLACEMENT 15 F-XP05ED TO WEATHER, GARAGE
AND CARPORT SLABS, PORCHES, STEPS AND RETAINING
WALLS (TABLE R402.H).
• 2500 P51 MINIMUM AT OTHER CONCRETE, NOT EXPOSED
TO WEATHER.
• EXTERIOR WALKS AND 5LAB5 TO BE AIR ENTRAINED NOT
LE55 THAN 5% OR MORE THAN 7%.
• MIX REQUIREMENTS: 5-1/2 SACK CEMENT PER CU YD,
WITH MAXIMUM OF 6 GAL. WATER PER SACK.
MAXIMUM SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2"
REINFORCING STEEL
• ASTM A-615 GRADE 60 FOR 5ES,MIG 'D'
FRAMING LUMBER (UNLESS NOTED OTHERWISE)
PLATES HF #2 (P.T. AT GONG)
MUD51LL5 ON CONG P.T. HF #2
STUDS HF "STUD GRADE"
JOISTS AND RAFTERS HF #2
HEADER5 DF#2
POSTS AND BEAMS DF #1
GLU-LAM BEAMS (SIMPLE SPAN) 24F-V4
GLU-LAM BEAM5(OVERHANGING) 24F-V8
DECK JOISTS AND LEDGERS P.T. DF #2
DECK BEAMS P.T. DF #1
MA50NRY
• MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND.
GRADE 40 STEEL
GENEKAL. NOTES
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS
FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE
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, AMBIGUITIE5 OR
OMISSIONS IN THE PLANS.
WRITTEN DIMENSION5 TAKE PRECEDENCE OVER DRAWING
SCALE. DETAILS TAKE PRECEDENCE OVER PLAN AND
ELEVATION VIEW5.
ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCT5
SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY
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 PROFESSIONAL SURVEY AGGOMPANIE5 THE PLANS,
THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS
AND 15 NOT TO BE CONSTRUED AS, A PROFESSIONAL SURVEY.
THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR
MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT THEIR
DISCRETION, REQUE5T THE OWNER TO PROVIDE A
PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR
OTHER ZONING RE5TRIGTIONS.
THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS
AND IN5PECTION5 AND SHALL NOTIFY TH15 OFFICE, PRIOR TO
CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS
REQUE5TED BY THE BUILDING OFFICIAL HAVING JURISDICTION.
THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL
REQUIRED OPENIN65 IN FLOORS, WALL5 AND ROOF WITH
PROPOSED MECHANICAL., PLUMBING AND ELECTRICAL WORK.
PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
MANUFAGTURER'S RECOMMENDATIONS,
THESE DRAWIN65 ARE INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON
LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE
DOCUMENTS BEYOND THE SCOPE OF TH15 PROJECT 15
PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE
ARCHITECT.
SENERAL. CONSTRUCTION NOTE5
Ld
A. 51TE GONDITION5 AND 51TE WORK
❑
G. VENTILATION AND ACCESS
❑
0. TRU55E5
1.
IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER
FROM THE 501L BEARING CAPACITY OUTLINED UNDER "DESIGN
1.
VENTILATE CRAWL SPACES AND OVERHANGING FL OORS WITH
SCREENED OPF-NIN65 NOT LESS THAN 1 SO, FT. NET CLEAR
1.
PRE -FABRICATED TRUSSES SHALL BE DESIGNED BY A
WASHINGTON 5TATE LICENSED STRUCTURAL ENGINEER AND IN
LOADS", OR IF EXGE551VE GROUND WATER 15 PRESENT,
CONTACT TH15 OFFICE BEFORE PROCEEDING.
AREA FOR EACH 300 SQ. FT. OF UNDER FLOOR AREA.
DISTRIBUTE OPENIN05 APPROXIMATELY EQUAL ALONG THE
ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT
COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR
ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND
LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING
APPROVAL PRIOR TO FABRICATION. TRU55E5 MUST BE
STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY
2.
SHALL BEAR ON UNDISTURBED, NATIVE SOIL,
DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY
WITHIN 3 FT OF EVERY CORNER.
COVER WITH 1/4" CORROSION -RESISTANT WIRE MESH AT
CONTROL AGENCY SUCH A5 WA5HINGTON WOOD TRUSS
BRACED OR HAVE BEEN DESIGNED TO RE515T LATERAL EARTH
PRESSURE. BAGKFILL MATERIAL SHALL BE GLEAN, PERMEABLE
2.
CRAWL SPACE OPENINGS.
PROVIDE 15" X 24" MIN. CLEAR ACCESS THRU FLOOR OR 16" X
2.
FABRICATORS COUNCIL.
CONTRACTOR TO VERIFY 5PAN5 PRIOR TO FABRICATION.
3,
AND FREE OF ORGANIC, MATERIALS.
INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DRAINS
3.
24" THROUGH WALL TO UNDER FLOOR AREAS.
VENTILATE ATTIC SPACES WITH NET CLEAR AREA EO1AL TO
3.
APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF
RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS.
IN ONE CU. FT. 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
1/30OTH, PROVIDED 50% TO 50% 15 96" ABOVE EAVES, WITH
4.
SEPARATED FROM TRUSS WITH SIMPSON 5TG CLIPS.
TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND
SURFACE DRAINAGE AND/OR RETENTION SYSTEM AS REQUIRED
BY LOCAL CODE.
3.
THE BALANCE IN THE EAVES.
WHEN A 50" OR MORE CLEAR ATTIC HEIGHT EXIST 5 FROM THE
PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE
TOP OF CEILING JOISTS TO UNDERSIDE OF ROOF AND A 30+
WITH THE INDIVIDUAL TRU55 DESIGN PROVIDED BY THE
B. CONCRETE
SO FT AREA, PROVIDE AN ACGE550LE PANEL 22" X 30", WITH
MANUFACTURER.
30" CLEAR HEIGHT ABOVE. PROVIDE INSULATION RETAINER, R-
1.
CENTER ALL POST FOOTING5 UNLESS NOTED AND PROVIDE 2
4q BATT AND WEATHER-5TRIP.
❑
P. SKYLIGHT5
INCH PLINTHS ADJACENT SLABS, 8 INCH PLINTHS AT OPEN
EARTH (6 INCH IF P05T 15 PRESSURE TREATED), AND INSTALL
❑
H. 5AFETY GLAZING
1.
GLAZING SHALL BE INSULATED, FULLY TEMPERED, OR
SILL PLATES AT LEAST 6 INCHES ABOVE FIN15HEP GRADE OR 2
INCHES ABOVE SLABS. DAMP-PROOF EXTERIOR OF BASEMENT
1.
TEMPERED SAFETY 6LA55 SHALL BE INSTALLED IN
2.
LAMINATED GLASS PER SPECS.
PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER
WALLS AND WALL5 RETAINING EARTH ADJACENT
GRAWLSPAGE5 WITH TWO GOATS OF ASPHALTIC EMULSION
HAZARDOU5 LOCATIONS AND SUBJECT TO HUMAN IMPACT,
GLAZING IN DOORS, GLAZING WITHIN A 24" ARC, OF CLOSED
FLASHED AT TOP AND BOTTOM AND 5TEP-FLASH SIDES.
THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE
UNLESS A SPECIFIC WATERPROOFING SYSTEM 15 SPECIFIED IN
DOOR, GLAZED AREAS > q 50. FT. WHEN LE55 THAN 15"
LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
INSULATE, FINISH AND FLARE WELL TO CEILING PER PLANS.
THE PLANS.
ABOVE A WALKING SURFACE, PER 15CAR0 R305A.
2.
INSTALL STEEL REINFORCING PER A.G.I. STANDARD PRACTICE.
2.
SAFETY GLAZING 15 REQUIRED TO BE PERMANEN7L..Y
SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30
MARKED PER 113CAR0 R308.1.
❑
Q. EMERGENCY EGRESS
BAR DIAMETERS. MINIMUM BAR CONCRETE COVER 15 3" TO
EARTH, 2" TO WEATHER, V TO OTHER.
❑
I. ELEGTRIGAL
1.
EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC
5.
ANCHOR BOLTS TO BE EMBEDED A MINIMUM OF INCHES
7
SHALL HAVE ONE CPF-NA13LE EMERGENCY ESCAPE AND
U.N.O., TWO B0LT5 MIN. PER PLATE, PLACE WITHIN 12" FROM
1.
ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE
RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL
ENDS BUT NOT LE55 THAN 7 DIAMETERS TO END.
ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE
HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF
4.
NEW FOOTINGS SHALL EXTEND TO A DEPTH THAT WILL NOT
AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G.,
5.7 50. FT.,. MIN. CLEAR HEIGHT OF 24", MIN. CLEAR WIDTH OF
IMP05E LOADS, ON NEW OR EXISTING BASEMENT OR RETAINING
WALL5 UNL..E55 SPECIFICALLY DETAILED IN THE PLANS.
STATE AND LOCAL ENERGY CODES, AND MANUF. 5PEG5 FOR
PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT.
20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT
SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY
5,
TIE NEW FOOTIN65 TO EXISTING FOOTINGS AT ALL
HAVE NET CLEAR MIN. OPENING OF 5 SO. FT.
INTER5EGTION5 WITH A MINIMUM OF TWO #4 PINS AT FOOTING
AND TWO #4 PINS AT WALL. EMBED PINS 4 INCHES MINIMUM IN
❑
J. MECHANICAL
❑
AND
R. SMOKE ALARMS/DETEGTORS
EPDXY GROUT.
1.
WARM AIR FURNACE OR GAS H.W. TANKS SHALL NOT 5E
CARBON MONOXIDE ALARM5/DETECTOR5
�
INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS
u
(:,. LUMBER
AND DIRECT OUTSIDE 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
1.
FRAMING LUMBER TO BE KILN DRIED TO 1g96 MOISTURE
2.
GAS APPLIANCES IN GARAGE SHALL BE ON A 15" HIG I
GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN ACCESS
CONTENT, GRADED PER 5TD, GRADING RULES PER
PLATFORM. IF APPLIANCE 15 IN LINE OF VEHICLE TRAFFIC,
CORRIDOR OPENS INTO A ROOM WITH A CEILING qO" OR
W.G.L.LB. OR W.W.P.A. A5 APPLICABLE. PROVIDE GRADE
PROVIDE A 3" (P CONIC FILLED STEEL BOLLARD.
HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR
AND SPECIES AS PER FRAMING PLANS, GENERAL NOTES,
3.
AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION
SHALL BE PLACED IN EACH. DWELLINGS WITH MORE THAN ONE
AND DESIGN LOAD CHART.
SHALL BE 26 GAUGE MIN. OR HAVE APPROVED D'MPER5.
STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR
2.
SILL PLATES, DECK 5UB-5TRU6TURE5, PO5T5 AND BEAMS
4.
DUCTING TO MEET MECHANICAL 5TD5 AND SYSTEMS ARE TO BE
INSTALLED AT EACH LEVEL AND IN CLOSE PROXIMITY TO THE
EXPOSED TO WEATHER AND WOOD IN CONTACT WITH
BALANCED. CONTRACTOR 514ALL PROVIDE MECHANICAL
STAIRS. ALL SMOKE PETEGTORS SHALL BE INTERCONNECTED
CONCRETE SHALL BE PRE55URE TREATED WITH AN
DUCTING, EQUIPMENT SIZING, HEAT L055 GALGUL..A7C L5 AND
AND AUDIBLE IN EVERY BEDROOM W1TH THEIR DOORS CLOSED.
APPROVED PRESERVATIVE.
MANUFAGTURER'5 DATA ON EQUIPMENT EFFICIENCY.
AN INTERCONNECTED HEAT DETEGTOR/ALARM SHALL BE
3.
GLU-LAM BEAMS SHALL BEAR AN A.I.T.C. INSPECTION
5.
BATHROOMS, LAUNDRY ROOMS, KITCHEN5 AND SPA ROOMS
INSTALLED CENTRALLY IN NEW ATTACHED GARAGES.
STAMP AND SHALL BE "ARCHITECTURAL GRADE" WHERE
SHALL HAVE MECHANICAL EXHAUST, IN INSULATED, RIGID
EXPO5ED TO VIEW OR PER SPECS.
DUCTING TO EXTERIOR, WTTH A BACKDRAFT DAMPER, CAPABLE
2.
SMOKE DETEGTOR5 IN NEW CONSTRUCTION SHALL BE DIRECT
OF 5 AIR CHANGES PER HOUR.
WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH
Ed
D. FRAMING
6.
DRYER 'EQUIVALENT EXHAUST DUCT LENGTH IS, TO BE POSTED
OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE
NTH IN 6 FT OF DUCT CONNECTION.
BATTERY BACK-UP.
1.
COLUMNS AND P05T5 SHALL BE FRAMED TO TRUE END
7.
RANGEHOODS IN F-XCE55 OF 400 GFM SHALL HAVE AUTO-
BEARIN65 NrrH ADEQUATE ANCHOR5 AT TOP AND BOTTOM TO
CONTROLLED OUTSIDE MAKE-UP AIR.
3.
CARBON MONOXIDE ALARMS SHALL BE DIRECT WIRED AND
PREVENT UPLIFT AND DISPLACEMENT.
INSTALLED OUTSIDE AND IN THE IMMEDIATE VICINITY OF
2.
PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS, AND
❑
K. PLUMBING
5LEEPING AREAS AND ONE ON EACH HOUSE LEVEL AND
J015TS PER IRG R502.7 AND PROVIDE TEMPORARY BRACING
INTERCONNECTED WITH SMOKE ALARMS.
AS REQUIRED UNTIL ALL PERMANENT GONNECTION5 AND
1.
PLUMBING CONTRACTOR SHALL 51ZE ALL LINES, `�NT5,
INTERCONNECTION MAY USE WIRELESS TECHNOLOGY.
STIFFENERS ARE INSTALLED. HOLES AND NOTCHES PER R502.8
AIRGAP5, AND GLEAN -OUTS PER CODE.
3.
PROVIDE A MINIMUM JOIST BEARING OF 1-1/2" ON WOOD, 3" ON
2.
FLOW RATES TO COMPLY WITH CURRENT CODE
❑
5. 5EGURITY
CONCRETE. WOOD ENTERING CONCRETE OR MASONRY SHALL
TOILETS: 1.6 GPF (MAX), SHOWERS: 2.5 GPM (MAY,),
HAVE 1/2" NET AIR5PACE AT TOP, SIDES AND END.
LAVATORIE5/FAUGET: 2.5 GPM (MAX).
1.
PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A
4.
MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER.
3,
HOT WATER TANKS SHALL BE SIZED BY INDUSTRY 5TD5
MINIMUM THROW DEAD BOLT WITH OPERABLE
UNLESS NOTED, USE 10d NAILS AT 12" O.G. STAGGERED.
FOR PROP05ED USE AND BE LABELED NAEGA APPROVED.
R EFFCKSORT.
WITHOUT 5PEGIAL KNOWLEDGE, KEYS OR EFFORT.
SPECIAL
5.
SOLID BLOCK W/ 2X AT MIDPOINT OF STUDS OVER 10 FEET,
4.
HOT WATER TANKS REQUIRE DUAL (HIGH AND LON) SEISMIC
2.
PROVIDE AN OBSERVATION PORT C� "ABOVE THE
BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND
STRAPS SECURED TO STUDS, EXPANSION TANK, AND A
DOOR
FLOOR AT SOLID, UNGLAZED ENTRY DOORS.
RAFTERS AT SUPPORTS, DOUBLE JOISTS UNDER PARALLEL
PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR).
BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT
6.
OVERHANGING FLOORS,
FIRESTOP AND DRAFTSTOP TO GUT OFF ALL GONGEALED
❑
L. MOISTURE CONTROL
❑
T. GARAGE / DWELLING SEPARATION
HORIZONTAL AND VERTICAL OPENIN05 AT CEILINGS, FLOORS,
1.
GARAGE TO DWELLING SEPARATION SHALL CONSIST OF
AND ATTIC. PROVIDE VERTICAL FIRE5TOPS AT 10'
1.
HAVE A NON-A5ORBENT 5URFA.CE TO A
SHOWER5 SHALL B
FIRETAPED 1/2" GWB, APPLIED TO THE GARAGE SIDE OF ALL
HORIZONTAL INTERVALS AT WALL FURRING VOIDS.
HEIGHT OF '72 INCHES ABOVE FLOOR.
GARAGE SURFACES ADJOINING DWELLIN6'5 LIVING, ATTIC AND
FIRE5TOP TOP, BOTTOM AND SIDES OF STAIRS WITH 2x
2.
PROVIDE WATERPROOF BOARD OR GLASS ME5F MORTAR
CRAWL SPACES.
NOMINAL LUMBER.
UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHOWER5
2,
DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8"+ THICK,
WITH A 51TE-BUILT PAN SHALL BE FILLED AND LEAK TE5TED
SOLID GORE, AND TIGHT FITTING.
CALK AT ALL
PPROVIDE MILDEW RESISTANT GAJ
3ESBORIES..
GARAGE CEILINGS COMPOSEDA^I OF 2x+ SOLID-5N JOISTS AND
E. METAL CONNECTORS
TFOR OE A142HOURS.
SUPPORTING HABITABLE 5PA(:E ABOVE, SHALL HAVE ONE
1.
ALL METAL GONNEGTOR5 SHALL BE `SIMPSON" OR AN
LAYER OF FIRETAPED 5/8" TYPE "X" GWB. ALL GARAGE POSTS,
BEAMS, AND WALLS SUPPORTING HABITABLE SPACE SHALL
2.
APPROVED EQUIVALENT.
FRAME NAILING SHALL COMPLY WITH IBCARG R602.3.0) (2)
❑
M. BATH SAFETY
HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE CEILINGS
UNLF-55 NOTED OTHERWISE ON FRAMING,PLAN5 OR
1.
HINGED 5HOWER DOORS SHALL OPEN OUTWARD. POOR-5
COMPOSED OF I-J015T5, WITH HABITABLE SPACE ABOVE, SHALL
HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X", GWB MIN.
SHEARWALL SCHEDULE, ALL NAILS SHALL BE COMMON WIRE
NAILS U.N.O.
AND 5HOWER ENCLOSURES SHALL BE FULLY TEMPERED OR
LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/8"
4.
AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE
3.
USE GUT WA5HER5 AT BOLTED CONNECTIONS.
TEMPERED, 1/4" LAMINATED.
MINIMUM OR HAVE AN APPROVED DAMPER.
ANCHOR BOLT WASHERS TO BE 5QUARE 3" X 3" X 1/4".
EXPOSED
2.
FLOOR TILES AT SHOWER5 AND NET AREAS' SHAL L 3E
BLOCKING FOR ALL
❑
CONNECTORS TO WEATHER SHALL BE GALVANIZED
5KID-RE515TANT. PROVIDE SECURE
U. 5TAIR5 AND 61IARDRAIL5
OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED
WITH CORROSION -RESISTANT FASTENERS.
GRAB BARS PER PLAN, CAPABLE OF SUPPORTIIv'S A 500
LB. IMPACT LOAD.
1.
STAIRWAYS SHALL HAVE A MIN. WIDTH OF 3b", A RISER HEIGHT
4.
AGQ-C and D TREATED WOOD (ALKALINE COPPER QUAT)
OF 7-5/4" MAX., A MIN. TREAD LENGTH OF 10", AND 5/8"
REQUIRES CORROSION PROTECTED FASTENERS, BOLTS, AND
HARDWARE SUCH AS SIMPSON "ZMAX" OR HDG (HOT DIPPED
❑
N. FACTORY BUILT FIREPLACES /STOVES
MAXIMUM VARIATIONS. 'A TREAD NOSING OF 5/4" TO 1-1/4" 15
REQUIRED ON STAIRWAYS WITH SOLID RISERS UNLESS TREAD
GALVANIZED) OR 55TBOO (STAINLESS STEEL).
1.
UNITS SHALL BE U.L. LISTED PER UL12-7, AND INSTALLED PER
2.
DEPTH 15 11" OR GREATER.
HANDRAIL-5 SHALL BE PROVIDED ON AT LEAST ONE 51ME OF
❑
MANUFAGTURER'5 RECOMMENDATIONS AND REQUIRED
CLEARANCES.
FLIGHTS WITH 4 OR MORE RISERS.
F. PLYWOOD AND DIAPHRAGM NAILING
2.
UNITS SHALL HAVE TIGHT -FITTING GLASS OR METAL DOORS,
3,
HANDRAIL5 SHALL BE PLACED 54" TO 55" ABOVE THE N051NOS
1,
ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING
READILY ACCESSIBLE CONTROLS TO A TIGHT FITTING FLUE
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
STAMP OF APA AND NAIL PER IBCARG 602.3.0),(2).
DAMPER, 6 INCH DIAMETER OUTSIDE COMBU5TIOK A,-R DUCT TO
AT ENDS.
2.
PROVIDE DIAPHRAGM SHEATHING AND NAILING. (U.N.O.)
FLOOR SHEATHING SHALL BE 5/4" TBG C-D-EXT-APA
FIRE BOX, AND A 3/8 INCH THICK MIN. NON-COMDJ5TIBLE
HEARTH EXTEN51ON THAT 15 READILY 015TINGUISHASILE FROM
4.
PROVIDE 80" MIN. CLEAR HEADROOM ABOVE N051N65.
PLYWOOD WITH EXT GLUE PI: 32/16, GLUE AND NAIL
10d AT 6" O.G. EDGES 10" O.G. FIELD.
3.
SURROUNDING FLOOR.
PROVIDE CHIMNEY SIZE AND CLEARANCES PER C013E AND
5.
AREAS 30" ABOVE GRADE (WITHIN 3 FT) OR ADJACENT FLOORS
PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF 36" AND
ROOF SHEATHING 5HXLL BE 15/32" G-D-INT-APA PLYWOOD
MANUF. SPECS FOR INSTALL AT10N OF SOLID FUEL 5URNING
INTERMEDIATE BALUSTERS, OR RAILS SPACED 50 THAT A 4"
WITH EXTERIOR GLUE PI: 24/0, OR 7/16" 058.
NAIL 8d AT 6" O.G. F�,NEL EDGE5, 12" O.G. FIELD.
4.
APPLIANCES.
FIREPLACES WITH GA5 COMBUSTION ONLY SHALL BE
6.
SPHERE CANNOT PASS THROUGH.
ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE
WALL SHEATHING SHALL BE 15/52" G-D-INT-APA PLYWOOD
INSTALLED PER I.M.G. AND MANUF. SPECIFICATIONS.
FIRETAPED 1/2" GWB, ON WALLS AND SOFFITS. PROVIDE
FIREBLOCKING IN CONGEALED SPACES BETWEEN STAIR
WITH EXTERIOR GLUE PI: 24/0, OR 'i/16" 055.
6 NAIL 8d AT " O.G. PA, EL EDGES, 12" O.G. FIELD.
City Of Frim O n d S
5TR NGER5 AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS
ALC NG AND IN LINE WITH RUN OF STAIRS.
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
Building Department
Work r
DECK AND PATIO
--------
Address
-------------------------
-----------
18911 94TH AVE W
Owner
WRIGHT
---------------------------------
Approved Date
1/24/2022
Building Official i)0WA
VZZK W. W p�[L
Permit Number
BLD2022-0048
ENGINEERING DIVISION
APPROVED AS NOTED
jd] t#gAt ,,mt 01 /27/2022
Vill
BLD2022-0048
RECEIVED
Jan 17 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS
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5ASEMENT PLAN
F;CALE 1/4" = 1'- O"
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REFERENCE
NORTH
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SCALE 1/4" = 1'- D"
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REVISIONS
1 h 27_
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RECEIVED
Jan 17 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I
NORTH M
IZVATION
SCALE 1/4" = 1'- O"
510
Y4EST ELEVATION
SCALE 1/4" w 1'- O"
Placement of Lau Screws and Bolts in Ledgers
(Reference 1RC Figure 507.2.1(1))
LAG SCREW OR BOLT STAGGER FASTENERS
IN 2 ROWS
2" Mlle 5.5' MIN FOR 2X8'
6.5' MIN FOR 2Xi0
7.5' MIN FOR 2X12
LEDGER
�I 'DISTANCE CAN BE REDUCED TO4.5' IF LAG SCREWS
Z ARE USED OR IF BOLT SPACING IS REDUCED TO
THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO
2X8 BAND JOISTS.
Placement of Lau Screws and Bolts in Ledgers
(Reference IRC Figure 507.2.1(2))
EXTERIOR SHEATHING
EXISTING STUD WALL
Existing 2x BAND JOIST
OR ENGINEERING RIM
BOARD
JOIST
TREWS OR BOLTS
T HANGER
APPROVED BY PLANNING
1/25/2022
RECEIVED
Jan 17 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I(,,, 2
REVISIONS
11
Post to Beam Connection wl Knee Brace
Or 113 the height of the post. Beamsplices must occur
whichever is greater over posts with 1-112" min. bearing
Corrosion resistant, ' min.
metal column cap. Girder beam
Follow manufacturer's
installation instructions.
E
N
mil,■.=�
4e
4 x 4 knee brace
t\ ` (1) 318" diameter thru-bolt or 112 "
Alternate Knee Brace Detail; lag screws with washers, top & bottom
W knee brace face nailed ea. side of (typical)
post and beam with 4-1Sd nails at each Pressure treated
face and connection wood post
Detail 9 — Led er Attachment for Lateral Loads
(Knee braces are required on posts greater than 4 feet in height.)
Hold-down or
tension device
with 1500 #
capacity
Flashing
Deck Joist
Option # 'I
PAST SPAaNG
4W oc MAX
4X6BLKG
(2)y" 0 X V MS
SCREWS THROUGH
JOISTJBLOCK WO
EACH END OF 4X
Floor sheathing nailing
at 6- o.c. (max) to joist
withhold -down.
Sheathing
Siding
Flashing
Decking
Joists
Joist Hangers
Treated 2x ledger
Floor joist 750# capacity holddown device
at 4 locations evenly distributed
along the deck and within 2 ft of
each end. Install per manufacturer
Fully threaded 318" diameter lag screw
predrilled with a minimum of 3 In
embedment into solid framing.
(4),YO X 4 Ilr LAG SCREWS
INTO SOLID ME14BER
BLOC 10i5i
PLATE rx5y`x5M'
wj HSS 2" x 2" x!S"
LOCATED IN-CE M
JOIST OR FULL DEF`TH
BLOCK @ 240 oc
(1) JOIST BAY.
SECTION A -A
Option # 2
2° min.
Floorjoists
16
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1
REVISIONS
5
RECEIVED
Jan 17 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT