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ALL WORK SUBJECT
TO FIELD
CODE COMPLIANCE
PROJECT
9227 OLYMPIC VIEW DRICE
EDMONDS 98020
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LEGAL:
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_ LOT C CITY OF EDMONDS SP 25-66
REC AF No: 8903 3 00328. BEING PTN LOT 11
UNREC PLAT OF MAPLE MANOR in
NE 1/413-27-03 TGW INT IN PARK RES and
PRIVATE RD No: 1.
ZONE: RS - 12
BUILT: 1998
SCOPE OF PROJECT:
ENLARGE LAUNDRY ROOM 54 SQ FT Q
EXPAND INTO EXIST. ATTACHED GARAGE,
ALL INTERIOR WORK. NO EXTERIOR WALL
CHANGES, W
EXISTING FINISHED FLOOR: 4637. SQ FT
ADDITIONAL LIVING: + 54. S FT �
_4691, SQ FT NEW TOTAL LIVING
EX GARAGE: 644, SQ FT EXISTING
REMOVE - 54.)�--�
590. SQ FT REMAINING. �
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CONTACT DURING PERMIT PHASE:
KRISTIN HANSON
HANSON DESIGN W
652 ALDER SIT W
EDMONDS 98020
425-774-7129
hansondes*lg.n@hotmail.com
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK
ADDRE
OWN EI
APPROVED DATE:
BLDG. OFFICIAL:
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CONTRACTOR:
SEAN HELLEREN
THE WAY Co.
317 ELM STREET
EDMONDS 98020
425-239-6211
WAYCOWC 888P2 exp. 10-29-2018
seanhelleren@live.com
CITY Copy
RECEIVED
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SERVICESDEVELOPMENT
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WSEC 2916 WASHINGTON STATE ENERGY CODE
PRESCRIPTIVE ; MARINE ZONE 4
WINDOWS: U.30 FLOOR: R-30 CEILINGS: R-49 ALlop it tzozoso
SKYLIGHTS: U.50 BELOW GRADE WALL: R-10/15/21 INT
SLAB FLOOR: R-10 WOOD FRAMED WALL: R-21
HEADERS: R-10
EXPOSED EXISTING FRAMING: 2x4 WALLS = R-15
R 1 0 1.4.3 2x6 WALLS = R-21
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ALL DIlvIENSIONS AND CONDITIONS
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ALL VENTS (MIN) 3 FT. FROM OTHER
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�. NAILING SCHEDULE
NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN YZ THEIR
LENGTH NOR CLOSER TO THE EDGE OF MEMBER THAN % THEIR
LENGTH. NAILING NOT NOTED BELOW OR ON PLANS SHALL BE A
MINIMUM OF 2 NAILS AT EACH CONTACT:
8d FOR 1 x MATERIAL and 16d FOR 2x MATERIAL. ;
JOIST / RAFTER AT ALL BEARING --TOE NAIL 3 --10d
JOIST / RAFTER TO SIDES of STUD
2 x 8 MEMBER OR SHALLOWER 3 -16d
FOR EACH ADDITIONAL FOUR (4)
INCHES OF DEPTH 1-16d
DOUBLE JOLSTS, RAFTERS, HEADERS 2 --16 d @ 12 "o.c.
BLOCKING BETWEEN JOISTS/RAFTERS:
TO JOIST/RAFTERS TOE NAIL EA SIDE,EA END 2 -10d
TO JOIST/RAFTERS BEARINGS TOE NAIL, EA SIDE . 2 --10d
BLOCKING BETWEEN STUDS, TOE NAILS, EACH END 2 -Y 10d
BUILD-UP CORNER STUDS 16d @ 12" o.c.
5
2" SUBFLOOR TO JOIST/GIRDER, BLIND / FACE NAIL 16d @ 16" o.c.
TOP PLATE / SOLE PLAE TO STUD, END NAIL 2 —16d @ 2 x 4
3-16d@2x6
TOE NAIL 4-8d
DOUBLED STUDS, FACE NAIL 16d @ 12" o.c.
DOUBLED TOP PLATES, FACE NAIL 2 -16d @ 16". ox.
TOP PLATES, LAPS (4'-0" MINI FACE NAIL 12 -16d
TOP PLATES, INTERSECTIONS, FACE NAIL 2 —16d
CONTINUOUS HEADER TO STUD, TOE NAIL 4 —Sd
CEILING JOISTS- LAPS OVER PARTITIONS, FACE NAIL --16d
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 -16d
CEILING JOIST LEDGER -FACE NAIL TO STUDS
2x4 and 2x6 2-16d
2x8 andupto2x12 3-16d
.r
LEDGER TO STUDS
2 x 8 MEMBER or SHALLOWER 3-16d
FOR EACH ADDITIONAL 2 " 1-16d.
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TRUSS NOTES WOOD CONSTRUCTION _
STUD: 2x4, 2x6, 3x4, 3x6 HEM -FIR CONSTRUCTION TYPE: VB ALL WORK MUST COMPLY WITH ALL CURRENTLY ACCEPTED CODES, oo
• STRESS ANALYSIS/DRAWINGS/DETAILS SHALL BE STAMPED BY AN R 3 2015 INTERNATIONAL BUILDING CODE (IBC)
APPROVED STATE OF WASHINGTQN REGISTERED ENGINEER. SILL PLATE: 2x4, 24, 3x�, 3x6 HEM -FIR OCCUPANCY.
POST/COLUMN 4 x DOUG FIR #1 SEISMIC DESIGN D 1 2015 INTERNATIONAL RESIDENTIAL CODE (1RC) a Cc3j
• PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY POST/COLUMN 6 x DOUG-FIR #1 WIND SPEED 85/110 MPH and ALL OTHER APPLICABLE MECHANICALjSAFET'Y CODES. � z as
MANUFACTURER'S STAMP - JOISTS 2 x 8 to 2x 12 HEM -FIR #2 EXPOSURE B / C
• USE APPROVED / APPLICABLE RUSS SUPPORT HANGERS BEAMS/HEADERS 4 x6 -to 4x 12 HEM -FIR #1 SNOW LOAD 25 PSF 1, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO in c •
• ALL ROOF TRUSSES SHALL BE SO FRAMED AND INTO THE THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS AND �''
FROST LINE DEPTH 18 INCHES
FRAMEWRK SO AS TO FORM AN NTEGRAL PART OF THE WHOLE GLU-LAM BEAMS (GLB): top fiber bott fiber stress Fc WINTER TEMP 17 degrees NOTES. A
Zu
BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL -FITTED AND 24F-V4 1200psi 2400 psi ICE BARRIER REQ No 2. DIMENSIONS ARE TO FACE -OF -FRAMING. DO NOT SCALE Z SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE 24 Vg �400 psi 2400 psi ANNUAL MEAN TEMP 49 degreesDRAWINGS. FIELD VERIFY BEFORE CONSTRUCTION or V) � .
ANY LOAD IS PLACED UPON THE TRUSS, DIAGONAL/ SWAY PARALLAMS (PSL) 1900psi 2900 psi 2900 psi , ASSUMED BEARING ORDERING SPECIFIC MATERIALS. •
BRACING SHALL BE USED. SOIL 2000 PSF 3. VERIFY EXISTING CONDITIONS, GRADES AND DIMENSIONS AT
• ENGINEERING DATE /DETAILS SHALL BE APPROVED BY THE ROOF SHEATHING: 15/32 " DOC PS-1/PS-2 APA RATED (AT NEW FOUNDATIONS) THE SITE. LOCATON OF BUILDING ON PROPERTY LIES WITHLn
• BUILDING OFFICIAL BEFORE ANY FIELD CUT OR TRUSS 32/1f SPAN RATING w/ EXPOSURE .GLUE. THE OWNER/CONTRACTOR. BUILDING PERIMETER AND FLOOR in co eq
ALTERATION. SUB -FLOOR SHEATHING: %" DOC PS-1/PS-2 APA RATED GRAVITY LOADS ELEVATIONS SHALL BE ESTABLISHED. BUILDING SET -BACKS
• FIELD IDENTIFICATION OF LIGHT METAL PLATE -CONNECTED TURD -I -FLOOR 24 IN O.C.
AND HEIGHT RESTRICTIONS COMPLIANCE SHALL BE VERIFIED '
TRUSSES IS REQUIRED. INFORMATION BRANDED, MARKED OR WITH EXP 1 GLUE. ROOF DEAD LOAD 15 psf BY CONTRACTOR,
OTHERWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL WALL STURCURAL PANELS: SEE ENGINEERING FOR. THICKNESS. 4. LICENSED SURVEYOR SHALL VERIFY EXCAVATIONS/HEIGHTS IF
. ROOF LIVE LOAD 25 psf NEEDED.
CONTAIN THE FOLLOWING: FLOOR DEAD LOAD 15 psf REQUIRED /
�; 5. COMPETENT EXPERIENCED MECHANICAL ENGINEER, LICENSED
IDENTIFICATION OF TRUSS COMPANY � • USE QUALITY WOOD MEMBERS WITH NO SPLITS, KNOTS FLOOR LIVE LOAD 40 psf
THE DESIGN LOAD • METAL CLIPS, ETC TO BE SIMPSON STRONG TIE,, NAILING PER BALCONY LIVE LOAD 60 psf CONTRACTOR OR PLUMBER SHALL DESIGN THE PLUMBING, '
THE TRUSS SPACING. MANFACTURER. PARTITION LOADS 10 psf HEATING, VENTILATION, SPRINKLER AND AIR CONDITIONING
SYSTEMS, PERMITS FOR ALL WORK BEFORE BEGINNING.Imm
•SEE ENGINEERING NOTES FOR BOLTS. 6. FURNACE & WATERHEATERS: INSTALL PER WSEC, IRC OR
• ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE :1
TREATED, PER AWPA STANDARDS FOR WESTERN SPECIES, BOLTS; LOCAL CODES. WHEN GAS APPLIANCES LOCATED IN GARAGES0
WSEC 2015 _ _ Al 1 D11 nTC R1 11MCDC C%AIlTrUCC I nrATCr% A RAIRI ^f I*
NUTS & SCREWS USED IN EXTERIOR APPLICATIONS/PRESSURE
TRETED MATERIAL SHALL BE HOT -DIPPED GALANIZED (ASTiIII ;
A153)OR STAINLESS STEEL HOLD DOWN DIVICES COATED WITH
CORROSION PROTECTON PER ASTM A1236
CONCRETE
•
COMPRESSION IN 28 DAYS SACK MIX
. i
SLAB -ON -GRADE 3000 PSI
(INTERIOR)
SMOKE DETECTORS [RC 314 BELOW GRADE WALL 10/15/21 int +TB 3000 PSl 5 Y2
SLAB ON GRADE R 10 (EXTERIOR)
ALL NEW CONSTUCTION / REMODELS REQUIRING A PERMIT R 10 CONTINUOUS UNDER HEATED SLAB.
MUST INSTALL APPROVED UNITS. R 10 CONTINUOUS AROUND EXTERIOR 24 IN BASEMENT WALL 2500 5
LOCATIONS: IN EACH SLEEPING ROOM ATTIC DUCTS R $
OUTSIDE SLEEPING AREAS (HALL) FOOTINGS 2500 5
ON EACH FLOOR —INCLUDING HABITABLE CONT, FOOTINGS 2500 5'/x
R-10 CONTNUOUS INSULATION ON EXTERIOR OF WALL or R-15
ATTICS/ BASEMENTS. CONTINUOUS INSULATION ON THE INTERIOR OF WALL or R-21 CAVITY
GARAGE OPTIONAL, BUT RECOMMENDED. INSULATION PLUS THERMAL BREAK BETWEEN SLAB and BASEMENT WALL REBAR:
WASHINGTON STATE ENERGY CODE
MARINE ZONE 4:
WINDOWS (VERICAL) U.30 MIN
SKYLIGHTS U.50
CEILING R 49 (R 38 W/ RAISED HEEL/
Or STICK FRAMED)
WOOD FRAME WALL R 21
FLOOR R 30
RANGE OF UNITS: ABOUT 15 FT, L ATTHE INTERIOR OF BASEMENTWALL, ALARM DEVISES INTERCONNECTED SO ALL ACTIVATED TOGETHER + 10/1S/21/+ TB: #4 OR LESS GRADE 4D '
NEW CONSTRUCTION REQ. WIRED TOGETHER. R 10 CONT. INSUL ON THE EXTERIOR OF WALL #5 OR GREATER GRADE 60
'
REMODELS, ALTERATIONS, ADDITIONS. CAN BE BATTERY or R 15 ON THE CONT1NU50US INSULATION OF THE INTERIOR OF WALL `
• OPERATED. or R 21 CAVITY INSULATION +THERMAL BREAK BETWEEN SLAB -
OPERATED. WALL AT INTERIOR OF BASEMENT WALL DEFINITIONS
or R13 CAVITY INSULATION ON INTERIOR OF BASEMENT WALLS PLUS
CARBON MONOXIDEALARMSIRC 315.1 / RCW 19.27.530 R 5 CONTINUOUS INSULATION ON INTERIOR/EXTERIOR OF WALL
R 13 MEANS: R 10 CONT INSUL ON THE INTER/EXTER OF HOME FOOTING: FOUNDATIONAL SUPPORT, USUALLY MASONRY.
REQUIRED OUTSIDE SLEEPING AREAS IN HOMES WITH FUEL -FIRED
or R� 13 CAVITY INSUL ATTHE INTER. OF BASEMENT WALL. LIVE LOADS: LOADS PRODUCED BY USE/OCCUPANCY OF
STRUCT13RE.
APPLIANCES or ATTACHED GARAGES. ON ALL FLOORS. • 10 / 13 MEANS R-10 CONTINUOUS INSULATION ON THE DEAD LOADS: WEIGHTOF ALL MATERIALS OF CONSTRUCTION
REQUIRED IN BEDROOMS WITH GAS FIRED APPLIANCES, LIKE. INTERIOR/EXTERIOR OF THE HOME or R 13 INSULATION AT THE INTERIOR INCORPORATED, INCLUDING FLOORS, ROOF, WALLS
.FIREPLACE OF THE BASEMENT WALL ETC. NDT FURNITURE.
MUST BE HARD-WIRED/PLUG-IN NOT BATTERY. • TB MEANS THERMAL BREAK BETWEEN FLOOR SLAB /BASEMENT WALL. ROOF LIVE LOADS: DURING MAINTENTANCE THE LOAD PRODUCED
COMBO WITH SMOKE ALARMS: OK BY WORKERS, EQUIPMENT, MATERIALS,
FRAMING: SKELETON OF BUILDING, INTERIOR & EXTERIOR WALLS,
PERMIT = INSTALLATION
EXCEPTION: IF OWNER OCCUPIED BEFORE 7/26/2009. FLOORS, ROOFS.
MUST INSTALL BEFORE SALE OF HOME.
_ BELOW GRADE INSULATION OPTIONS PLATE: HORIZONTAL FRAMING MEMBER AT TOP/BOTTOM OF
r ' WALL STUDS.
WS E C 2015 R 402198
' STUD: VERTICAL MEMBER OF FRAME•WALL, AT ENDS AND
EVERY 16 OR 24 INCHES ON CENTER.
� k ;X ,alz-tI'FA , 7YP JOIST: - ONE OFASERIES OF PARALLEL. FRAMING MEMBERS
VI..JIV1� Ll�i 1 i.—i11 VGl�hii7ML �.V��J � F►V�►� �Vi� ��i.I � GJr �•
TRUSS NOTES WOOD CONSTRUCTION _
STUD: 2x4, 2x6, 3x4, 3x6 HEM -FIR CONSTRUCTION TYPE: VB ALL WORK MUST COMPLY WITH ALL CURRENTLY ACCEPTED CODES, oo
• STRESS ANALYSIS/DRAWINGS/DETAILS SHALL BE STAMPED BY AN R 3 2015 INTERNATIONAL BUILDING CODE (IBC)
APPROVED STATE OF WASHINGTQN REGISTERED ENGINEER. SILL PLATE: 2x4, 24, 3x�, 3x6 HEM -FIR OCCUPANCY.
POST/COLUMN 4 x DOUG FIR #1 SEISMIC DESIGN D 1 2015 INTERNATIONAL RESIDENTIAL CODE (1RC) a Cc3j
• PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY POST/COLUMN 6 x DOUG-FIR #1 WIND SPEED 85/110 MPH and ALL OTHER APPLICABLE MECHANICALjSAFET'Y CODES. � z as
MANUFACTURER'S STAMP - JOISTS 2 x 8 to 2x 12 HEM -FIR #2 EXPOSURE B / C
• USE APPROVED / APPLICABLE RUSS SUPPORT HANGERS BEAMS/HEADERS 4 x6 -to 4x 12 HEM -FIR #1 SNOW LOAD 25 PSF 1, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO in c •
• ALL ROOF TRUSSES SHALL BE SO FRAMED AND INTO THE THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS AND �''
FROST LINE DEPTH 18 INCHES
FRAMEWRK SO AS TO FORM AN NTEGRAL PART OF THE WHOLE GLU-LAM BEAMS (GLB): top fiber bott fiber stress Fc WINTER TEMP 17 degrees NOTES. A
Zu
BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL -FITTED AND 24F-V4 1200psi 2400 psi ICE BARRIER REQ No 2. DIMENSIONS ARE TO FACE -OF -FRAMING. DO NOT SCALE Z SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE 24 Vg �400 psi 2400 psi ANNUAL MEAN TEMP 49 degreesDRAWINGS. FIELD VERIFY BEFORE CONSTRUCTION or V) � .
ANY LOAD IS PLACED UPON THE TRUSS, DIAGONAL/ SWAY PARALLAMS (PSL) 1900psi 2900 psi 2900 psi , ASSUMED BEARING ORDERING SPECIFIC MATERIALS. •
BRACING SHALL BE USED. SOIL 2000 PSF 3. VERIFY EXISTING CONDITIONS, GRADES AND DIMENSIONS AT
• ENGINEERING DATE /DETAILS SHALL BE APPROVED BY THE ROOF SHEATHING: 15/32 " DOC PS-1/PS-2 APA RATED (AT NEW FOUNDATIONS) THE SITE. LOCATON OF BUILDING ON PROPERTY LIES WITHLn
• BUILDING OFFICIAL BEFORE ANY FIELD CUT OR TRUSS 32/1f SPAN RATING w/ EXPOSURE .GLUE. THE OWNER/CONTRACTOR. BUILDING PERIMETER AND FLOOR in co eq
ALTERATION. SUB -FLOOR SHEATHING: %" DOC PS-1/PS-2 APA RATED GRAVITY LOADS ELEVATIONS SHALL BE ESTABLISHED. BUILDING SET -BACKS
• FIELD IDENTIFICATION OF LIGHT METAL PLATE -CONNECTED TURD -I -FLOOR 24 IN O.C.
AND HEIGHT RESTRICTIONS COMPLIANCE SHALL BE VERIFIED '
TRUSSES IS REQUIRED. INFORMATION BRANDED, MARKED OR WITH EXP 1 GLUE. ROOF DEAD LOAD 15 psf BY CONTRACTOR,
OTHERWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL WALL STURCURAL PANELS: SEE ENGINEERING FOR. THICKNESS. 4. LICENSED SURVEYOR SHALL VERIFY EXCAVATIONS/HEIGHTS IF
. ROOF LIVE LOAD 25 psf NEEDED.
CONTAIN THE FOLLOWING: FLOOR DEAD LOAD 15 psf REQUIRED /
�; 5. COMPETENT EXPERIENCED MECHANICAL ENGINEER, LICENSED
IDENTIFICATION OF TRUSS COMPANY � • USE QUALITY WOOD MEMBERS WITH NO SPLITS, KNOTS FLOOR LIVE LOAD 40 psf
THE DESIGN LOAD • METAL CLIPS, ETC TO BE SIMPSON STRONG TIE,, NAILING PER BALCONY LIVE LOAD 60 psf CONTRACTOR OR PLUMBER SHALL DESIGN THE PLUMBING, '
THE TRUSS SPACING. MANFACTURER. PARTITION LOADS 10 psf HEATING, VENTILATION, SPRINKLER AND AIR CONDITIONING
SYSTEMS, PERMITS FOR ALL WORK BEFORE BEGINNING.Imm
•SEE ENGINEERING NOTES FOR BOLTS. 6. FURNACE & WATERHEATERS: INSTALL PER WSEC, IRC OR
• ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE :1
TREATED, PER AWPA STANDARDS FOR WESTERN SPECIES, BOLTS; LOCAL CODES. WHEN GAS APPLIANCES LOCATED IN GARAGES0
WSEC 2015 _ _ Al 1 D11 nTC R1 11MCDC C%AIlTrUCC I nrATCr% A RAIRI ^f I*
NUTS & SCREWS USED IN EXTERIOR APPLICATIONS/PRESSURE
TRETED MATERIAL SHALL BE HOT -DIPPED GALANIZED (ASTiIII ;
A153)OR STAINLESS STEEL HOLD DOWN DIVICES COATED WITH
CORROSION PROTECTON PER ASTM A1236
CONCRETE
•
COMPRESSION IN 28 DAYS SACK MIX
. i
SLAB -ON -GRADE 3000 PSI
(INTERIOR)
SMOKE DETECTORS [RC 314 BELOW GRADE WALL 10/15/21 int +TB 3000 PSl 5 Y2
SLAB ON GRADE R 10 (EXTERIOR)
ALL NEW CONSTUCTION / REMODELS REQUIRING A PERMIT R 10 CONTINUOUS UNDER HEATED SLAB.
MUST INSTALL APPROVED UNITS. R 10 CONTINUOUS AROUND EXTERIOR 24 IN BASEMENT WALL 2500 5
LOCATIONS: IN EACH SLEEPING ROOM ATTIC DUCTS R $
OUTSIDE SLEEPING AREAS (HALL) FOOTINGS 2500 5
ON EACH FLOOR —INCLUDING HABITABLE CONT, FOOTINGS 2500 5'/x
R-10 CONTNUOUS INSULATION ON EXTERIOR OF WALL or R-15
ATTICS/ BASEMENTS. CONTINUOUS INSULATION ON THE INTERIOR OF WALL or R-21 CAVITY
GARAGE OPTIONAL, BUT RECOMMENDED. INSULATION PLUS THERMAL BREAK BETWEEN SLAB and BASEMENT WALL REBAR:
WASHINGTON STATE ENERGY CODE
MARINE ZONE 4:
WINDOWS (VERICAL) U.30 MIN
SKYLIGHTS U.50
CEILING R 49 (R 38 W/ RAISED HEEL/
Or STICK FRAMED)
WOOD FRAME WALL R 21
FLOOR R 30
RANGE OF UNITS: ABOUT 15 FT, L ATTHE INTERIOR OF BASEMENTWALL, ALARM DEVISES INTERCONNECTED SO ALL ACTIVATED TOGETHER + 10/1S/21/+ TB: #4 OR LESS GRADE 4D '
NEW CONSTRUCTION REQ. WIRED TOGETHER. R 10 CONT. INSUL ON THE EXTERIOR OF WALL #5 OR GREATER GRADE 60
'
REMODELS, ALTERATIONS, ADDITIONS. CAN BE BATTERY or R 15 ON THE CONT1NU50US INSULATION OF THE INTERIOR OF WALL `
• OPERATED. or R 21 CAVITY INSULATION +THERMAL BREAK BETWEEN SLAB -
OPERATED. WALL AT INTERIOR OF BASEMENT WALL DEFINITIONS
or R13 CAVITY INSULATION ON INTERIOR OF BASEMENT WALLS PLUS
CARBON MONOXIDEALARMSIRC 315.1 / RCW 19.27.530 R 5 CONTINUOUS INSULATION ON INTERIOR/EXTERIOR OF WALL
R 13 MEANS: R 10 CONT INSUL ON THE INTER/EXTER OF HOME FOOTING: FOUNDATIONAL SUPPORT, USUALLY MASONRY.
REQUIRED OUTSIDE SLEEPING AREAS IN HOMES WITH FUEL -FIRED
or R� 13 CAVITY INSUL ATTHE INTER. OF BASEMENT WALL. LIVE LOADS: LOADS PRODUCED BY USE/OCCUPANCY OF
STRUCT13RE.
APPLIANCES or ATTACHED GARAGES. ON ALL FLOORS. • 10 / 13 MEANS R-10 CONTINUOUS INSULATION ON THE DEAD LOADS: WEIGHTOF ALL MATERIALS OF CONSTRUCTION
REQUIRED IN BEDROOMS WITH GAS FIRED APPLIANCES, LIKE. INTERIOR/EXTERIOR OF THE HOME or R 13 INSULATION AT THE INTERIOR INCORPORATED, INCLUDING FLOORS, ROOF, WALLS
.FIREPLACE OF THE BASEMENT WALL ETC. NDT FURNITURE.
MUST BE HARD-WIRED/PLUG-IN NOT BATTERY. • TB MEANS THERMAL BREAK BETWEEN FLOOR SLAB /BASEMENT WALL. ROOF LIVE LOADS: DURING MAINTENTANCE THE LOAD PRODUCED
COMBO WITH SMOKE ALARMS: OK BY WORKERS, EQUIPMENT, MATERIALS,
FRAMING: SKELETON OF BUILDING, INTERIOR & EXTERIOR WALLS,
PERMIT = INSTALLATION
EXCEPTION: IF OWNER OCCUPIED BEFORE 7/26/2009. FLOORS, ROOFS.
MUST INSTALL BEFORE SALE OF HOME.
_ BELOW GRADE INSULATION OPTIONS PLATE: HORIZONTAL FRAMING MEMBER AT TOP/BOTTOM OF
r ' WALL STUDS.
WS E C 2015 R 402198
' STUD: VERTICAL MEMBER OF FRAME•WALL, AT ENDS AND
EVERY 16 OR 24 INCHES ON CENTER.
� k ;X ,alz-tI'FA , 7YP JOIST: - ONE OFASERIES OF PARALLEL. FRAMING MEMBERS