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INDEX OF DRAWINGS
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FOUNDATION, ROOF, BUILD SECT -A
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INDEX OF DRAWINGS
SHEET NO.
DE5CRIPTION
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SITE PLAN
2
ELEVATIONS < GENERAL NOTES
3
FOUNDATION, ROOF, BUILD SECT -A
4
FLOOR *FRAMING PLANS
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118 19TH STREET
SPRINGFIELD, OR, 91411
JESS I E OLIVA& (OWNER)
LOT COVERAGE:
EXISTING RESIDENCE: SSO SQ.FT.
CARPORT AREA: 442 SQ.FT,
ADU AREAS: 625 SQ.FT.
GARDEN SHED: 196 SQ.FT.
TOTAL LOT COVERAGE: 2143 SQ,FT,
LOT SIZE: 6,00-1 SQ.FT.
PERCENTAGE OF COVERAGE: 35.61%
SITE FLAN
SCALE: 3/16" = 1'-O"
CONTRACTOR INFORMATION:
DAVID E. PLATZ
ARTISAN HOMES, LLC,
P,O.BOX 992
SISTERS, OR 13-115(B
(208)-189-6384
OREGON CCB 0213338
DRAWING
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DRAWING
2OF4
CODE:
A. All materiels and workmenahIp shall conform to the requirement. of
tha State a Oregon a Oregon Reeldentlal Specialty Code
(OR61—), 2011 Edition.
DESIGN LOADS:
A. Roof Dead Load- 15 per
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Roof 9nau Load 25pef
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B. Floor Deed Load- IOpef
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Floor Live Load= 40 par
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C. Wind Load. 100 MPH, Exposure 'b"9
ASPHALT SHINGLES
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D. S.I.I. Load Zone D-1
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GENERAL:
A. Contractor shall be responsible for all construction methods,
techniques, saquencing and saraty required to complete
con.tru.t(.
B. Contractor shall verify all dimensions and details prior to
proceed Vg with corer tior. All di.crepaacies shall be approved
by the Designer, Architect or Engineer of record.
C. GOmracter shall verify all require cpenirge on Architectural,
Mechanical and Electrical pians.
FOUNDATION:
A. Footings have been designed for a maximum allowable soil bearing
presew* a 1500 par.
B. All footings ahall be poured over undlsWrbed native Boll.
CONCRETE:
All structwal concrete ahall develops a unit compressive etreae of
2,500 pal minimum at 25 days per I.B.G., eectlon 1905.
A. All reinforcing steel shall be rail steel deformed bare conforming
to ASTM A615, Grade 60 baro, except, where welding Is required,
ASTM A106, Grade 60 bars.
B. Carl or reinforcing steel shall conform to ASTM Martial a
Standard Practice, Code of Standard Practice For Detailing
Reinforcing Materials, by CRSI (Latest EdltloN.
C. All concrete slab reinforcing steel shall be supported at the
required heights by approved bolsters.
D. Welded wire fabric also reinforcement to conform to ASTM A-185
A. Concrete deposited agalnet earth • 3 laches
B. Concrete Formed surfaces exposed to growd or weather:
5 rebar and smaller - I I/2 Inches
% mbar and larger - 2 Inches
C. Slab. - 3/4 Inches
A. All etr.twal wood members shall be Coast Region Douglas Fir No.2
or better grade as noted in National Design SpeclflCatlona for
Stress Grade Lumber and Its fastenings, anise noted othenulee.
B. All etude to be doug-Fir stud or better as noted In National Design
Specifications for Stress Grad. Lumbar.
C. The Contractor shall furnish and Install all bolts, and plates as
required to complete the Job
D. Washers shall be used under all bolt heads and ruts bearing on
weed.
E. All wood members In contact with concrete or masonry shall be
preeswe treated.
TRUSSES:
A, Roof framing members shall be designed to support the specified
loads and limits maximum total load deflection to I/240 of the span
B. Truss marufacture's daeign shall Include required bearirg, bracing,
blocking, fastening and attaching devices to carry tat specified
loads,
C. RcoF trusses to be designed b carry all loads noted In Chapter 16,
Division I, Snow Load Deelgn, in the Appendix of the International
Building Code.
D. Erection and In.tallation shall be In accordance with the
epaeificatione set forth by the mmufacturer.
MASONRY:
A. Olaf masorN units shall conform to ASTM 0216, Grad* SW having a
.If[ m compressive strength of Fm - 2000 pal.
B. Mortar shall be ASTM 210 Tape "S' with a minimum compressive
strength a ISOO pal at 28 days for above grade masonry work. Below
grade maeovy shall be Typ l'M" mortar.
C. All masonry construction shall conform with present OSNA requirements
Including those regarding the establishment of "Limited access zonee".
D. All masonry construction shall be In accordance with section 604
General Masonry Construction, AOI 530/ASCE 5/TMS 402,
E. Maecrry unite shall be placed In ..areae of running bond.
LIMITATIONS:
DESIGNER/DRAFTSMAN WAS RETAINED IN A LIMITED CAPACTY FOR
THIS PROJECT. DESIGNED IS BASED ON THE INFORMATION PROVIDED
BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR THE ACCURACY
OF SAME, NO RESPONSIBILITY AND/OR LIABILITY 16 ASSUMED BY, OR
I6 TO BE ASSIGNED TO THE DESIGNER/DRAFTSMAN FOR ITEMS BEYOND
THAT SHOWN ON THESE SHEI
NOTICE:
CONSTRUCTION SHALL COMPLY WITH ALL ADOPTED
CODES AND REGULATIONS AS ENFORCED BY THE GOVERNING
JURISDICTION, NAMELY THE 2020 OREGON RESIDENTIAL SPECIALTY
CODE FOR ONE AND TWO FAMILY DWELLINGS, (ORSC) 2020 EDITION,
SPECIAL NOTE: 2020 WALL BRACING CODE PROVISIONS OF THE
(ORSC) 2020 CHAPTER 6 SHALL ALSO BE AN OPTION
TO THIS STRUCTURE. FOR ONE AND TWO FAMILY DWELLINGS
THE 2020 OREGON ELECTRICAL SPECIALITY CODE AMENDMENTS
AND THE 2020 OREGON PLUMBING SPECIALITY CODE SHALL APPLY.
VERTICAL SIDING
LEFT ELEVATION
SCALE:
ASPHALT SHINGLES
1/411 = 11—CII
VERTICAL SIDING
REAR ELEVATION
SCALE:
1/4" = 11-0II
VERTICAL SIDING
FRONT ELEVATION
SCALE: 1/411 = 11-0
II
RIGHT ELEVATION
SCALE: 1/4" = 11-0II
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FRAMED ROOF (SEE ROOF PLAN FOR DETAILS) OR
ENGINEERED MANUFACTURED TRUSSES 0 24" O.C.
OPTIONS: ARCHITECTURAL 80 COMP. SHINGLES
OR SEAL TAB COMP, SHINGLES
015 LB, ROOFING FELT
1/2" PLYWOOD SHEATHING
OR 1/16"OSB APA RATED
SHEATHING
ROOF VENTILATION: PROVIDE ROOF VENTIL
AS PER SECTION OF THE ORSC (2011, 2020)
SIMPSON H j
FOR TRUSSE
APPLICATIOCONT. GUTTEON FASCIA B
I__.
CLOSED S
OPTIONAL
HARDIPLANK LAP
APPROVED TYVEK 41063
OR "1064 DRAIN WRAP
1/2" OR 7116" 066
RATED SHEATHING
("4 HORIZ. REINF.
WITHIN THE TOP 12"
OF STEMWALL.
1/2"XIO" ANCHOR BOLTS \
0 6'O.C.,12" FROM CORNERS
EMBEDDED l" RETIE INTO CONC
R-311.1 NO WOOD SIDING, SHEATHING
OR WALL FRAMING WITHIN 6" OF FINISH
GRADE OR 2" FROM CONCRETE.
3" PVC RAINDRAINS
TO STREET
FOOTING DRAIN IF
REQUIRED TO CURB
MIN- R-49 INSULATION
ALL EXTERIOR WINDOWS AND DOORS TO HAVE
MIN. 4X12 HEADERS OR EQUAL,
OR AS NOTED ON THE PLANS.
2X6 STUDS 02 OR BETTER, • 16" OR 24" O.C•
1/2" DRYWALL/SHEETROCK
MIN. R-21 INSULATION IN WALLS
MINIMUM 3/4" 0515 PLYWOOD SUB -FLOOR
OR l/8" GOLD EDGE FLOOR PANELS
9 I/2" 5CI-6000 Ll FLOOR JOISTS s 16", 19.2" OR 24" O.C.
MIN. R-30 INSULATION IN FLOORS
'ELT BETWEEN JOIST 4 STEMWALL
2X6 RAFTER —
2-2x6 ATTIC HATO
FRAME
3 LAYERS I V1"—
RIGID INSULATION
IX2 STOP
In" DRESSED ONE SIDE
PLYWOOD ATTIC HATCH
R-49 BATT INSULATION
5/e" DRYWALL Of. -
POLY VAPOR BARRIER
ATTIC WATCH
REQUIRED IF STEEL IS USED IN FOOTING
GROUNDING
BOLTED-tYPE
ELECTROME
CONNECTION DEVICE
CONDUCTOR
OR EXOTHERMIC WELD
W1
• C 1 -
NONMETALLIC
GROUNDING
PROTECTIVE
ELECTRODE
�,� 1 WTORY: 12" WIDE x 6" DEEP
SLEEVE
N0.4 AWG OR LARGER BARE
CONCRETE FOUNDATIO
COPPER CONDUCTOR OR B
I
LL= I I C1P4 CONTINUOUS
REINFORCING BAR OR ROD Npr
2X4 STUD WALL OVER '
6" X 12" FOOTING w'v" MINIMUM
POINT DRAIN 2 DIRECT CONTACT
6 MILL VAPOR BARRIEFq (0 MINIMUM WITH EARTH
c "LIFER" GROUND IS REQUIRED TO BE PLACED
(2) 04 CONTINUOUS REINFORCEMENT AND INSPECTED PRIOR TO POURING CONCRETE
6" DEEP X 12" WIDE FOOTINGS 18" MINIMUM UNDERFLOOR CLEARANCE FROM
WITH 6" STEMWALLS OR AS THE BOTTOM OF A WOOD STRUCTURAL FLOOR
NOTED ON THE PLANS TO THE EXPOSED GROUND IN THE CRAWL SPACE.
R-319.1 PROTECTION AGAINST DECAY
CONSTRUCTION DETAILS
30 YEAR SEAL TAB COMP ROOFING
0151b ROOFING FELT
1/2" ROOF SHEATHING
SIMPSON PC POST CAPS
ALL WOOD MATERIALS TO
5E PRESSURE TREATED
3" X LEDGER W/ SIMSON
FACE MOUNT LU STANDARD
JOIST HANGERS
ENGINEERED MANUFACTURED ENGINEERED MANUFACTURED
ATTIC VENTS: 1/300TH OF AREA, 50% IN EAVES TRUSSES • 24" ON CENTER.
TRUSSES 6 2411 O.G. 50% IN UPPER ROOF OR I/150TH IN UPPER ROOF SEE ENGINEERED TRUSS DATA SHEETS
FOR ADDITIONAL INFORMATION.
2" X 8" FASICA BD,
4" X 8" PT DFLOI
OR AS NOTED
611 X 611 POST
RAILING (MIN 4" SPACING)
OPTIONAL DECKING
2" X 611 OR 8" DECKING
SIMPSON PB POST BASE
I�2" X 8" JOISTS S) 16" O•C.
24" X 24" X 1211 CONCRETE PADS
�W/(2)-"4 EACH WAY
COVERED DECK DETAILS (TYF.)
-- -- TIL
ALE: 1/4
FINISHED GRADE
LIVING
TYPICAL 2x6 SIDING EXTERIOR
HARDI BOARD LAP/T-1-11 VERT. 61
1/16' PLYWOOD SHEATHING
2x6 STUDS • 16" ....
R21BATT INSULATION
-10
1063 TYVEK DRAIN WRAP
1/2" DRYWALL
r4i+orv�A.liNnm
25'-0"
at'P____________________________CS4USP______________________ C84U8P
9:-011 1-0II
25'-0" V
FOUNDATION PLAN
TYPICAL TRUES ROOF
- W YEAR ARCH TAB COMP ROOFING
- l/I6" ROOFING PLYWOOD CM
W CLIPS
- b BLOCKING AT PEAK
- PRE-ENGINEERED TRUSSES a 24' e.c.
- 2x4 TRUSS BRACING
- R4S BATT INSULATION
- 6 MIL POLY V.B.
- 5/8" CEILING BOARD
TAPED t BANDED
I-STORY;
12 WIDE x 6" DEEP 12" WIDE X 6" DEEP FOOTINGS W/(2)14 CANT. Ie" MINIMUM UNDERFLOOR CLEARANCE FROM
CONCRETE FOOTINGS F/w FOR 2"X4" SUPPORT PARTITION/PONY WALL THE BOTTOM OF AWOOD STRUCTURAL FLOOR
CONTINUOUS FOR BCI 6000 I.e FLOOR JOISTS • W" OC, TO THE EXPOSED GROUND IN THE CRAWL SPACE
R-319.1 PROTECTION AGAINST DECAY
BUILDING SECTION
1\� SCALE: 1/411 = 11-011
ATTIC VENTS: /300TH OF AREA, 50% IN EAVES
50% IN UPPER ROOF OR I/150TH IN UPPER ROOF
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FLOOR 6000 1.e FLOOR JOISTS a 16" or.
12
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GRADE AND SLOPE i0 DRAIN
LAVER WITH 6 MILL BARRIER
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ACCESSIBLE UNDERFLOOR TO ALL IAREr SH,11LL II
PROVIDED WITH AN 10 X24 ACC CR WL LEI
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FOUNDATION VENTS REQUIRED WITH
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WITHIN 3' OF EACH CORNER.
aa
OONE
IS" MINIMUM UNDERFLOOR CLEARANCE FROM
THE BOTTOM OF A WOOD STRUCTURAL FLOOR
TO THE EXPOSED GROUND IN THE CRAWL SPACE
R-319.1 PROTECTION AGAINST DECAY •
F
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24X24X12 CONCRETE PAD
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12 CONCRETE PAD
EACH WAY W/(2)-44 EACH WAY
9:-011 1-0II
25'-0" V
FOUNDATION PLAN
TYPICAL TRUES ROOF
- W YEAR ARCH TAB COMP ROOFING
- l/I6" ROOFING PLYWOOD CM
W CLIPS
- b BLOCKING AT PEAK
- PRE-ENGINEERED TRUSSES a 24' e.c.
- 2x4 TRUSS BRACING
- R4S BATT INSULATION
- 6 MIL POLY V.B.
- 5/8" CEILING BOARD
TAPED t BANDED
I-STORY;
12 WIDE x 6" DEEP 12" WIDE X 6" DEEP FOOTINGS W/(2)14 CANT. Ie" MINIMUM UNDERFLOOR CLEARANCE FROM
CONCRETE FOOTINGS F/w FOR 2"X4" SUPPORT PARTITION/PONY WALL THE BOTTOM OF AWOOD STRUCTURAL FLOOR
CONTINUOUS FOR BCI 6000 I.e FLOOR JOISTS • W" OC, TO THE EXPOSED GROUND IN THE CRAWL SPACE
R-319.1 PROTECTION AGAINST DECAY
BUILDING SECTION
1\� SCALE: 1/411 = 11-011
ATTIC VENTS: /300TH OF AREA, 50% IN EAVES
50% IN UPPER ROOF OR I/150TH IN UPPER ROOF
Y4
12
b
12
b
ROOF FLAN
SCALE: 1/8" = 11-0II
ENGINEERED MANUFACTURED
TRUSSES a 24" ON CENTER.
SEE ENGINEERED TRUSS DATA SHEETS
FOR ADDITIONAL INFORMATION.
TYPICAL TRUSS ROOF
- W YEAR ARCH TAB COMP ROOFING
- 1/16" ROOFING PLYWOOD C/W
N' CLIPS
- 9:8 BLOCKING AT PEAK
- PRE-ENGINEERED TRUSSES a 24' e.c.
- 2x4 TRUSS BRACING
- R49 BATT INSULATION
- 6 MIL POLY Y.B.
- 5/8" CEILING BOARD
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BRACING PROVISIONS
TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS
METHOD
MATERIAL
MINIMUM THICKNESS
CONNECTION CRITERIA
CS_WSP
WOOD STRUCTURAL
3/8'
6d COMMON (2" X 0.113") NAILS
D -I AND D-2
SPEED
( 110 MPH
PANEL
4'-0"
AT 6" SPACING (PANEL EDGES)
4'-0"WIND
tPANFLCATEGORY
NP
AND AT 12" SPACING (INTERMEDIATE
R&O2 10.3.2, ITEM I HOLD-DOWN
1800
1800
SUPPORTS) OR 16 GA, X 1 3/4 STAPLES
NP
METHOD GB, SINGLE SIDED
III8'O"8'-0"
AT 3" SPACING (PANEL EDGES) AND
3000
3000
3000
6' SPACING (INTERMEDIATE SUPPORTS)
TABLE R602.10.2 INTERMITTENT BRACING METHOD
METHOD
MATERIAL
MINIMUM THICKNESS
CONNECTION CRITERIA
GB
GYPSUM
1/2'
NAILS OR SCREWS AT T' SPACING AT
D -I AND D-2
SPEED
( 110 MPH
BOARD
4'-0"
PANEL EDGES INCLUDING TOP AND
4'-0"WIND
tPANFLCATEGORY
NP
BOTTOM PLATES: FOR ALL BRACED
R&O2 10.3.2, ITEM I HOLD-DOWN
1800
1800
WALL PANEL LOCATIONS FOR
NP
METHOD GB, SINGLE SIDED
III8'O"8'-0"
EXTERIOR SHEATHING NAIL OR SCREW
3000
3000
3000
SIZE, SEE TABLE R&O2.3 (U: FOR
NP
outlet 220v
INTERIOR GYPSUM BOARD NAIL OR
db
outlet cgfi
5
SCREW SIZE, SEE TABLE R102.3.5
TABLE R602.10.3.1 MINIMUM LENGTH REQUIREMENTS
FOR BRACED WALL PANELS
SEISMIC DE81GN
AND
WIND SPEED
BRACING
METHOD
HEIGHT OF BRACED
a FT.
9 FT.
10 FT.SDC
II FT.
12 FT.
D -I AND D-2
SPEED
( 110 MPH
DWE, WSP, SFB, PBS, PCP, RPS,
AND METHOD GB WHEN DOUBLE
SIDED.
4'-0"
4'-0"
4'-0"WIND
tPANFLCATEGORY
NP
( 110 MPH
R&O2 10.3.2, ITEM I HOLD-DOWN
1800
1800
ISOO
NP
METHOD GB, SINGLE SIDED
III8'O"8'-0"
R602 10.3.2, ITEM 2 HOLD-DOWN
3000
3000
3000
TABLE R602.10.3.2 MINIMUM LENGTH REQUIREMENTS AND
HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
SEISMIC DESIGN
CATEGORY AND
WIND SPEED
BRACING
METHOD
HEIGHT OF BRACED WALL PANEL
a FT.
9 FT.
10 FT.
II FT.
12 FT.
SDC D -I AND 0-2
WIND SPEED
MINIMUM BREATHED LENGTH
2' - 8"
2' - 8"
2' - 10"
NP
NP
( 110 MPH
R&O2 10.3.2, ITEM I HOLD-DOWN
1800
1800
ISOO
NP
NP
I
R602 10.3.2, ITEM 2 HOLD-DOWN
3000
3000
3000
NP
NP
USING CONTINUOUSLY SHEATHED METHOD
GENERAL REQUIREMENTS:
GLAZING: R-308.4
TEMPERED GLASS REQUIRED: GLAZING IN LOCATIONS SUBJECT
TO HUMAN IMPACT WHERE THE BOTTOM EDGE IS LESS THAN
18' ABOVE THE FLOOR: VERTICLE EDGE IS WITHIN 24" ARO OF
ANY DOOR IN A CLOSED POSITION, GLAZING SHALL BE SAFETY
GLASS.
FIRE DOORS: R-305.1.1
DOORS BETWEEN GARAGE AND RESIDENCE SHALL BE SOLID
WOOD NOT LE55 THAN 13/8" THICK SOLID, OR HONEYCOMB
CORE STEEL DOOR NOT LESS THAN 13/8' THICK OR 20 MIN.
FIRE RATED DOOR,
TYPICAL I HOUR FIRERATED WALL: R-302,5
5/8" TYPE 'X' FIRERATED DRYWALL
TAPED 4 SANDED
2(6 STUDS • I6' O.O.
5/9" TYPE 'X' FIRERATED DRYWALL
TAPED 4 SANDED
EMERGENCY ESCAPE 4 RESCUE OPENINGS R-310
EMERGENCY EGRESS OPENINGS: EVERY SLEEPING ROOM
SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR
APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST
BE OPERABLE FROM THE INSIDE TO A FULL CLEAR OPENING WITHOUT
THE USE OF SEPARATE TOOLS. WHERE WINDOWS ARE PROVIDED AS A
MEANS OF EGRESS OR RE61-UE THEY SHALL HAVE A SILL HEIGHT OF
NOT MORE THAN 44 INCHES ABOVE THE FLOOR,
ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST
HAVE A MINIMUM CLEAR OPENING OF 5.1 SQUARE FEET. THE MINIMUM
NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES, THE
MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES.
ELECTRICAL REQUIREMENTS:
ALL ELECTRICAL WIRING SHALL CONFORM TO THE GENERAL
REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE NEC)
AND THOSE CODES AND REGULATIONS ADOPTED BY THE
STATE OF OREGON.
NEC 210.I2(A)
ARC -FAULT CIRCUIT PROTECTION. REQUIRED FOR ALL OUTLETS.
*XCEPT GFCI CIRCUITS, HALLWAYS, KITCHENS OR LAUNDRY AREAS.
NEC 210.12: ARC FAULT CIRCUIT PROTECTION REQUIRED FOR
ALL BEDROOM OUTLETS.
NEC 406.12:
TAMPER RESISTANT RECEPTACLES ARE REQUIRED
AT ALL LOCATIONS.
NEC 406.8:
ALL OUTSIDE RECEPTACLES MUST BE "WR" RATED
(WEATHER RESISTANT)
NEC 410.10(A)
ALL LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES MUST
BE RATED FOR 'WET LOCATIONS".
KITCHEN, BATH, GARAGE, LAUNDRY AND EXTERIOR RECEPTIOALS
SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION
IN ACCORDANCE WITH NEC 210.8
NIIOT
ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING
FIXTURES ON THE BUILDING SHALL CONTAIN HIGH EFFICIENCY LAMPS.
EXCEPT (2) TWO. SCREW-IN COMPACT FLURESOENT AND LED LAMPS
COMPLY WITH THIS REQUIREMENT.
EFFICIENCY LAMPS. (MIMIMUM 40 LUMENS PER WATT).
HEATING ELEMENTS AND/OR SWITCHES FOR GAS APPLIANCES
SHALL BE ELEVATED IB INCHES ABOVE THE FLOOR,
FUEL BURNING EQUIPMENT SHALL BE PROVIDED WITH
A SUPPLY OF AIR FOR FUEL COMBUSTION ONE
OPENING WITHIN 12" OF THE TOP AND BOTTOM.
SMOKE/CARBON MONOXIDE ALARMS R-314, R-315
EFFECTIVE APRIL I, 2011, SMOKE/CARBON MONOXIDE DETECTORS
SHALL BE INSTALLED IN EACH SLEEPING ROOM,
OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOMS AND ON EACH ADDITIONAL STORY OF
THE DWELLING, INCLUDING BASEMENTS AND CELLARS.
LANDINGS: R-311.8.1
PROVIDE A MINIMUM 3'X 3' LANDING ON EACH SIDE OF EGRESS
DOOR, NOT MORE THAN 1 IR" LOWER THAN THE TOP OF THE
THRESHOLD. EXCEPTION: LANDING AT EXTERIOR OF EXTERIOR
DOORWAY NO MORE THAN S" BELOW THE TOP OF THRESHOLD.
R -31i.1
NO WOOD SIDING, SHEATHING OR WALL FRAMING WITHIN 6"
OF FINISH GRADE
G-2419.4
SEDIMENT TRAP REQUIRED FOR GAS ZERO CLEARANCE
FIREPLACES.
IMPORTANT NOTICE
PRIOR TO INSTALLING MATERIALS IT IS THE OWMER'S AND/OR
CONTRACTOR'S RESPONSIBILITY TO VARIFY THAT THE MOISTURE
CONTENT ON ALL CAVITIES OR SURFACES ARE AT APPROPRIATE
LEVELS PER PRODUCT MANUFACTURER'S INSTALLATION STANDARDS
OR OTHER RECOGNIZED INDUSTRY STANDARDS.
ELECTRICAL
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smoke detector
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switch
6
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