HomeMy WebLinkAboutPLANS - M20-00008 - 3620 Yosemite Cir - New SFRGSPublisherVersion 905.0.50.46
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LIVING SPACE 2,989 Sq Ft
SQUARE FOOTAGE
813 Sq FtGARAGE AREA
357 Sq FtBONUS ROOM
1,830 Sq FtMAIN FLOOR
1,159 Sq FtUPPER FLOOR
637 Sq FtDECKS
200 sq ft
1,830 sq ft
437 sq ft
813 sq ft
INDEX OF DRAWINGS
SHEET #
C1.0
TITLE
ROOF & SITE PLAN
BUILDING SECTIONS
C1.1
C1.2
COVER SHEET
IRC SPECS & METHODS
IRC SPECS & METHODS
A3.0
A1.1
A4.1
MAIN FLOOR PLAN
A1.2
A2.0 EXTERIOR ELEVATIONS
A1.0
MAIN FLOOR ELECTRICAL
UPPER FLOOR PLAN
UPPER FLOOR ELECTRICAL
A4.0
SPACES PROVIDED
BEDROOMS
1
4
BATH 3 1/2
1
BONUS ROOM
2 CARGARAGE
DINING
1
LAUNDRY 1
GREAT ROOM
1
LOFT
1
FOYER 1
KITCHEN
PANTRY 1
GSPublisherVersion 905.0.50.46
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IMPORTANT DISCLAIMER
IMPORTANT NOTE : THESE NOTES AND SPECIFICATIONS ARE PROVIDED BY THE DESIGNER AS A SERVICE TO THEIR CUSTOMERS TO
PROVIDE THE MOST POPULAR CODE TOPICS. THE INFORMATION AND METHODOLOGIES PREPARED HEREIN ARE IN ACCORDANCE TO AND
REFERENCED TO THE 2015 INTERNATIONAL RESIDENTIAL CODE . THE INFORMATION IS ALSO A GENERAL SUMMARIZATION OF THE CODE
AND IT IS RECOMMENDED THAT YOU BECOME FAMILIAR WITH THE FULL EXTENT OF THE ACTUAL CODE. THE NOTES AND SPECIFICATIONS
MAY HAVE TO BE AMENDED DUE TO VARIATIONS IN LOCAL CODES AND GEOLOGICAL CONDITIONS . IT IS THE RESPONSIBILITY OF THE
CONTRACTOR AND/OR HOMEOWNER TO MAKE THE NECESSARY MODIFICATIONS TO ENSURE CODE COMPLIANCE AND STRUCTURAL INTEGRITY .
IT IS RECOMMENDED THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE AND CHECK WITH LOCAL BUILDING
OFFICIALS PRIOR TO THE START OF ACTUAL CONSTRUCTION . SPECIAL ENGINEERING MAY REQUIRE THAT THESE SPECIFICATIONS BE
CHANGED OR AMENDED TO COMPLY WITH SEISMIC, WIND, OR OTHER SPECIAL CONDITIONS AS REQUIRED BY LOCAL CONSTRUCTION
METHODOLOGIES AND LOCAL CODES.
THE ENCLOSED INFORMATION IS INTENDED TO ASSIST AND INFORM
YOU THROUGH THE CONSTRUCTION OF YOUR HOME. YOUR
CONSTRUCTION PLANS HAVE BEEN DRAWN TO PRESCRIBE TO
INDUSTRY STANDARDS. THESE PROFESSIONAL STANDARDS
DETERMINE HOW CONSTRUCTION PLANS ARE DRAWN AND WHAT
INFORMATION THEY INCLUDE . CONSTRUCTION PLANS ARE INTENDED
AS A TECHNICAL GUIDE TO PROFESSIONAL CONTRACTORS AND ARE
NOT INTENDED TO BE A SET OF STEP-BY-STEP INSTRUCTIONS.
THEREFORE, IF YOU ARE PLANNING TO BUILD TO YOUR HOME
WITHOUT THE SERVICES OF PROFESSIONAL BUILDER. WE
SUGGEST THAT YOU BECOME THOROUGHLY FAMILIAR WITH READING
CONSTRUCTION PLANS OR CONSIDER CONSULTING A
CONSTRUCTION SPECIALIST.
GREAT CARE AND EFFORT GOES INTO THE CREATION OF THE
DESIGN AND DRAFTING OF YOUR CONSTRUCTION PLANS.
HOWEVER, BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY
PERSONAL AND/OR "ON-SITE" CONSULTATION, SUPERVISION,
CONTROL OVER THE ACTUAL CONSTRUCTION, AND BECAUSE OF
THE GREAT VARIANCES IN LOCAL BUILDING CODE REQUIREMENTS
AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS ,
OUR COMPANY NOR THEIR AGENTS OR EMPLOYEES, ASSUMES NO
RESPONSIBILITY FOR ANY DAMAGES, INCLUDING BUT NOT LIMITED
TO, ANY DEFICIENCIES, OMISSIONS, OR ERRORS IN THE DESIGN. IN
THE DIMENSION, AND/OR DRAWINGS CONTAINED IN THE
CONTRACTION. PROCEEDING WITH CONSTRUCTION CONSTITUTES
THE ACCEPTANCE OF THE CONSTRUCTION DOCUMENTS AS "AS IS"
AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS BECOME
THE SOLE RESPONSIBILITY OF THE PURCHASER. IF ANY ERRORS
ARE DISCOVERED PRIOR TO CONSTRUCTION, THE DESIGNER
WILL BE GIVEN FULL OPPORTUNITY TO CORRECT ANY
ERRORS AND/OR OMISSIONS TO THE CONSTRUCTION PLANS. IN ANY
OR ALL CIRCUMSTANCES. THE MAXIMUM FINANCIAL LIABILITY TO
THE DESIGNER CAN NOT EXCEED THE TOTAL PLAN
PURCHASE.
PROFESSIONAL SEAL
THOUGH EVERY EFFORT WAS MADE TO MAKE THE CONSTRUCTION
DOCUMENTS FOLLOW THE CURRENT I.R.C NATIONAL CODE
METHODOLOGIES, A FEW STATES AND CITIES HAVE PASSED BI-
LAWS REGARDING CONSTRUCTION PLANS THAT WOULD BE
SUBMITTED TO YOUR LOCAL MUNICIPALITY AND USED FOR THE
CONSTRUCTION OF YOUR HOME. THESE BI-LAWS REQUIRE THE
CONSTRUCTION PLANS BE REVIEWED AND/OR PREPARED,
INSPECTED, AND SEALED (OR STAMPED) BY A LICENSED
PROFESSIONAL ENGINEER OR ARCHITECT IN YOUR STATE. IT IS
ADVISED THAT YOU CONTACT YOUR MUNICIPALITY'S BUILDING
DEPARTMENT FOR INSTRUCTIONS TO COMPLY WITH THEIR
CONSTRUCTION PLAN REVIEW PROCESS.
COPYRIGHTS
REPRODUCTION OF THESE CONSTRUCTION PLANS, EITHER IN WHOLE
OR IN PART, INCLUDING ANY FORM OF COPYING AND/OR
PREPARATION OF A DERIVATIVE WORKS THEREOF , FOR ANY REASON
IS STRICTLY PROHIBITED . THE PURCHASE OF A SET OF
CONSTRUCTION PLANS IN NO WAY TRANSFERS ANY COPYRIGHT OR
OTHER OWNERSHIP INTEREST IN IT TO THE PURCHASER EXCEPT
FOR A LIMITED LICENSING RELEASE TO USE THE SAID PLAN SET
FOR PURPOSE OF CONSTRUCTING ONE, AND ONLY ONE,
DWELLING UNIT. THE PURCHASE OF ADDITIONAL SETS OF THE
SAID PLANS AT A REDUCED PRICE FROM THE ORIGINAL SET OR AS
PART OF A MULTIPLE SET PACKAGE DOES NOT CONVEY TO THE
PURCHASER A LICENSE TO CONSTRUCT MORE THAN ONE DWELLING.
SIMILARLY, THE PURCHASE OF REPRODUCIBLE CONSTRUCTION PLANS
(A.K.A. SEPIAS, MYLARS, OR VELLUMS) CARRIES THE SAME
COPYRIGHT PROTECTION AS MENTIONED ABOVE. IT IS GENERALLY
ALLOWED TO MAKE ADDITIONAL COPIES FOR THE CONSTRUCTION OF
A SINGLE DWELLING ONLY. TO USE ANY PLAN MORE THAN ONCE.
AND TO AVOID ANY COPYRIGHT / LICENSE INFRINGEMENT, IT IS
NECESSARY TO CONTACT PLAN SOURCE TO RECEIVE A
RELEASE AND LICENSE FOR ANY EXTENDED USAGE. WHEREAS A
PURCHASER OF REPRODUCIBLE'S IS GRANTED A LICENSE TO MAKE
COPIES, IT SHOULD BE NOTED THAT AS COPYRIGHTED MATERIALS,
MAKING PHOTOCOPIES FROM CONSTRUCTION PLANS IS
ILLEGAL. COPYRIGHT AND LICENSING OF CONSTRUCTION PLANS
EXIST TO PROTECT ALL PARTIES. IT RESPECTS AND SUPPORTS THE
INTELLECTUAL PROPERTY OF THE ORIGINAL ARCHITECT AND
DESIGNER, THEREBY KEEPING IT POSSIBLE TO OFFER PREDRAWN
PLANS AT AFFORDABLE PRICES . COPYRIGHT LAW FOR PREDRAWN
CONSTRUCTION PLANS IS NOW BEING VIGOROUSLY ENFORCED.
GENERAL SITE NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF SITE UTILITIES ,
REQUIREMENTS AND CONNECTIONS FEES. OWNER, CONTRACTOR,
AND SUB-CONTRACTORS TO PAY ALL THEIR RELATED
CONSTRUCTION PERMIT FEES AS AGREED UPON BETWEEN THE
OWNER AND CONTRACTOR.
2. BEFORE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ALL
DRAWINGS, MAPS, AND BUILDING SITE OF EXISTING FACILITY TO
DETERMINE THE ROUTES OF ALL UNDERGROUND UTILITIES. BEFORE
DIGGING COMMENCES IT IS ADVISED THAT THE OWNER OR
CONTRACTOR CALLS THEIR STATES UTILITY LOCATER FACILITATOR.
3. IT IS RECOMMENDED THAT THE SITES SOIL BE TESTED FOR
COMPRESSION RATING TO DETERMINE FOUNDATION AND FOOTING
DESIGN. CONCRETE FOUNDATIONS AND FOOTING DESIGN SHALL BE
ACCORDANCE TO CHAPTER 4 OF THE I.R.C CODE. SEE
FOUNDATION SECTION ON THIS PAGE FOR MORE DETAIL.
4. CONSULT A LOCAL CIVIL ENGINEER FOR SITE PLANS AND
SURVEYS OF EXISTING PROPERTY. A LANDSCAPE ARCHITECT
SHOULD BE CONSULTED FOR MORE EXTENSIVE SITE LANDSCAPE
DESIGNS.
I.R.C BUILDING PLANNING -
CHAPTER 3
GLAZING R308
R308.4 HAZARDOUS LOCATIONS
GLAZING IN THE FOLLOWING LOCATIONS SHALL BE OF SAFETY
GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION
R308.3 (SEE EXCEPTIONS).
1. SWINGING DOORS EXCEPT JALOUSIES.
2. FIXED AND OPERABLE PANELS OF SWINGING , SLIDING AND BIFOLD
DOOR ASSEMBLIES
3. STORM DOORS
4. UNFRAMED SWINGING DOORS
5. DOORS AND ENCLOSURES FOR HOT TUB, WHIRLPOOLS,
SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS AND IN ANY
PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS
WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60
INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING
SURFACE.
6. FIXED OR OPERABLE VERTICAL PANELS ADJACENT TO A DOOR
WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC
OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE
IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING
SURFACE.
7. INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE
DESCRIBED IN ITEMS 5 AND 6 ABOVE. THAT MEET ALL OF THE
FOLLOWING CONDITIONS :
8. RAILING REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING
SURFACE INCLUDING STRUCTURED BALUSTER PANELS AND
NONSTRUCTURAL IN-FILL PANELS.
9. WALLS AND FENCES USED AS THE BARRIER FOR INDOOR AND
OUTDOOR SWIMMING POOLS ,HOT TUBS AND SPAS WHEN :
60 INCHES ABOVE A WALKING SURFACE AND 60 INCHES
HORIZONTALLY OF THE WATER'S EDGE.(THIS SHALL APPLY TO
SINGLE GLAZING AND ALL PANELS IN MULTIPLE GLAZING)
10. GLAZING ADJACENT TO STAIRWAYS,LANDINGS, AND APPROVED
RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE
WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60
INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES
HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY
DIRECTION WHEN EXPOSED SURFACE OF THE GLASS IS LESS THAN
60 INCHES ABOVE THE NOSE OF THE TREAD.
MISC.
A.I SKYLIGHT AND SLOPED GLAZING SHALL COMPLY WITH
SECTION R308.6
B.I SITE BUILT WINDOWS SHALL COMPLY WITH SECTION R308.5
C.I EXTERIOR WINDOWS AND GLASS DOORS SHALL CONFORM TO
THE PROVISIONS OF SECTION R 613 AND THE FOLLOWING :
RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2)
AND ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE
R301.2(3) (SECTION R613.2)
D.I WINDOWS AND GLASS DOORS SHALL BE ANCHORED IN
ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S
RECOMMENDATIONS. (SECTION R613.5.1)
H.I ANCHORAGE OF EXTERIOR WINDOWS SHALL CONFORM TO
SECTION R613.5.2
EMERGENCY ESCAPE AND RESCUE OPENING
R310
R310 EMERGENCY ESCAPE RESCUE OPENINGS
BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL
HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING.
SUCH OPENING SHALL OPEN DIRECTLY INTO A PUBLIC STREET,
PUBLIC ALLEY, YARD OR COURT . WHERE BASEMENTS CONTAIN ONE OR
MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE
OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE
EMERGENCY ESCAPE AND RESCUE OPENINGS
ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE
THAN 44 INCHES ABOVE THE FLOOR. WHERE A DOOR OPENING
HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION
SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND
IS PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD
ENCLOSURE SHALL COMPLY WITH SECTION R310.3. THE NET
CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL
BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY
ESCAPE AND RESCUE OPENINGS FROM THE INSIDE. EMERGENCY
ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT
BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED
WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.
EMERGENCY ESCAPE AND RESCUE SHALL OPEN DIRECTLY INTO A
PUBLIC WAY. OR TO A YARD OR COURT THAT OPENS TO A
PUBLIC WAY.
MEANS OF EGRESS 311
R311 MEANS OF EGRESS
STAIRWAYS, RAMPS, EXTERIOR EXIT BALCONIES, HALLWAYS AND
DOORS SHALL COMPLY WITH SECTION R311:
1. STAIRWAY WIDTH SHALL NOT BE LESS THAN 36" IN CLEAR
WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT
AND BELOW THE REQUIRED HEADROOM HEIGHT. (R311.7.1)
2. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY
SHALL NOT BE LESS THAN 6'-8". (R311.7.2)
3. THE MAXIMUM RISER HEIGHT SHALL BE 7 3 /4 ". (R311.7.5.1)
4. THE MINIMUM TREAD DEPTH SHALL BE 10". WINDER TREADS
SHALL HAVE A MINIMUM TREAD DEPTH OF 6". (R311.7.5.2)
SMOKE ALARMS R314
R314.3 LOCATION
SINGLE- AND MULTIPLE-STATION SMOKE ALARMS SHALL BE
INSTALLED IN THE FOLLOWING LOCATIONS:
1. EACH SLEEPING ROOM
R314.3 LOCATION - CONTINUED
2. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS
3. ON EACH ADDITIONAL STORY OF THE DWELLING , INCLUDING
BASEMENTS, CELLARS AND HABITABLE ATTICS BUT NOT INCLUDING
CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR
DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING
DOOR BETWEEN THE ADJACENT LEVELS. A SMOKE ALARM INSTALLED ON
THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER
LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL
STORY BELOW THE UPPER LEVEL.
WHEN ONE OR MORE SMOKE ALARMS IS REQUIRED TO BE
INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM
DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT
THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE
ALARMS IN THE INDIVIDUAL UNIT.
BUILDINGS AND STRUCTURES CONSTRUCTED IN WHOLE OR IN PART
IN FLOOD HAZARD AREAS (INCLUDING A OR V ZONES) AS
ESTABLISHED IN TABLE R301.2 (1) SHALL BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS CONTAINED
IN THIS SECTION
R322.1 GENERAL
R322.1.2 STRUCTURAL SYSTEMS
ALL STRUCTURAL SYSTEMS OF ALL BUILDING AND STRUCTURES
SHALL BE DESIGNED, CONNECTED AND ANCHORED TO RESIST
FLOTATION, COLLAPSE, OR PERMANENT LATERAL MOVEMENT DUE
TO STRUCTURAL LOADS AND STRESSES FROM FLOODING EQUAL TO
THE DESIGN FLOOD ELEVATION.
R322.1.4 ESTABLISHING THE DESIGN FLOOD ELEVATION
THE DESIGN FLOOD ELEVATION SHALL BE USED TO DEFINE AREAS
PRONE TO FLOODING, AND SHALL DESCRIBE. AT A MINIMUM . THE
BASE FLOOD ELEVATION AT THE DEPTH OF PEAK ELEVATION OF
FLOODING (INCLUDING WAVE HEIGHT ) WHICH HAS A 1 PERCENT OR
GREATER CHANCE OF BEING EQUALED TO EXCEEDED IN ANY
GIVEN YEAR.
FOR DETERMINING DESIGN FLOOD ELEVATIONS AND IMPACTS
REFER TO SECTION R322.1.4.1 AND R322.1.4.2
R322.1.6 PROTECTION OF MECHANICAL AND ELECTRICAL
SYSTEMS
ELECTRICAL SYSTEMS. EQUIPMENT AND COMPONENTS, AND
HEATING, VENTILATING, AIR CONDITIONING, AND PLUMBING
APPLICATIONS. PLUMBING FIXTURES, DUCT SYSTEMS, AND OTHER
SERVICE EQUIPMENT SHALL BE LOCATED AT OR ABOVE THE
DESIGN FLOOD ELEVATION.
REVIEW EXCEPTIONS R322.1.6
ENCLOSED AREAS, INCLUDING CRAWL SPACES, THAT ARE BELOW
THE DESIGN FLOOD ELEVATION SHALL:
1. BE USED SOLELY FOR PARKING OF VEHICLES , BUILDING ACCESS
OR STORAGE.
2. BE PROVIDED WITHFLOOD OPENING THAT MEET THE
FOLLOWING CRITERIA:
R322.2.2 ENCLOSED AREA BELOW DESIGN FLOOD
ELEVATION
A. THERE SHALL BE A MINIMUM OF TWO OPENINGS ON
DIFFERENT SIDES OF EACH ENCLOSED AREA: IF ANY BUILDING
HAS MORE THAN ONE ENCLOSED AREA BELOW THE DESIGN FLOOD
ELEVATION, EACH AREA SHALL HAVE OPENINGS ON EXTERIOR WALLS.
B. THE TOTAL NET AREA OF ALL OPENINGS SHALL BE AT LEAST 1
SQUARE INCH FOR EACH SQUARE FOOT OF ENCLOSED AREA, OR
THE OPENINGS SHALL BE DESIGNED AND THE CONSTRUCTION
DOCUMENTERS SHALL INCLUDE A STATEMENT THAT THE DESIGN
AND INSTALLATION WILL PROVIDE FOR EQUALIZATION OF
HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING
FOR AUTOMATIC ENTRY AND EXIT OF FLOODWATERS.
C. THE BOTTOM OF EACH OPENING SHALL BE 1 FOOT OR LESS
ABOVE THE ADJACENT GROUND LEVEL.
D. OPENING SHALL BEAT LEAST 3 INCHES IN DIAMETER.
E. ANY LOVERS, SCREENS, OR OTHER OPENING COVERS SHALL
ALLOW THE AUTOMATIC FLOW OF FLOOD WATERS INTO AND OUT
OF THE ENCLOSED AREA.
F. OPENINGS INSTALLED IN DOORS AND WINDOWS , THAT MEET
REQUIREMENTS A-E ARE ACCEPTABLE; HOWEVER, DOORS AND
WINDOWS WITHOUT INSTALLED OPENINGS DO NOT MEET THE
REQUIREMENTS OF THE SECTION.
I.R.C. FOUNDATION - CHAPTER 4
GENERAL R401
R401 .2 REQUIREMENTS
FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF
ACCOMMODATING ALL LOADS ACCORDING TO SECTION R301 AND
OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING
SOIL. FILL SOILS THAT SUPPORT FOOTINGS AND FOUNDATIONS
SHALL BE DESIGNED. INSTALLED, AND TESTED IN ACCORDANCE
WITH ACCEPTED ENGINEERING PRACTICES. GRAVEL FILL USED AS
FOOTINGS FOR WOOD AND PRECAST FOUNDATIONS SHALL COMPLY
WITH SECTION R403.
R401 .3 DRAINAGE
SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS
TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN
SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE
SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10
FEET.
R401.4 SOIL TESTS
IN AREAS LIKELY TO HAVE EXPANSIVE. COMPRESSIBLE, SHIFTING
OR OTHER UNKNOWN SOIL CHARACTERISTICS. THE BUILDING
OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A SOIL TEST
TO DETERMINE THE SOILS CHARACTERISTIC AT A PARTICULAR
LOCATION. THIS TEST SHALL BE MADE BY AN APPROVED AGENCY
USING AN APPROVED METHOD. CONTRACTOR TO REFER TO TABLE
R401.14.1 FOR PRESUMPTIVE LOAD - BEARING VALVES OF
FOUNDATION MATERIALS.
MATERIALS R402
R402.1. WOOD FOUNDATIONSS
WOOD FOUNDATION SYSTEMS SHALL BE DESIGNED AND INSTALLED
IN ACCORDANCE WITH THE PROVISION OF THIS CODE.
R402.1.1 FASTENERS
FASTENERS USED BELOW APPROXIMATE GRADE (OR USED IN KNEE WALL
CONSTRUCTION) SHALL BE OF TYPE 304 OR 316 STAINLESS
STEEL. FASTENERS USED ABOVE APPROXIMATE GRADE SHALL BE OF TYPE 304
OR 316 STAINLESS STEEL , SILICON BRONZE, COPPER, HOT-DIPPED
GALVANIZED (ZINC COATED) STEEL NAILS. OR HOT TUMBLED
GALVANIZED (ZINC COATED) STEEL NAILS. ELECTROGALVANIZED
STEEL NAILS AND GALVANIZED (ZINC COATED) STEEL STAPLES
SHALL NOT BE PERMITTED.
R402.1.2 WOOD TREATMENT
ALL LUMBER AND PLYWOOD SHALL BE TREATED IN ACCORDANCE
WITH AWPA U1 AND BEAR THE LABEL OF AN ACCREDITED
AGENCY.
R402.2 CONCRETE
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH AS SHOWN IN TABLE R402.2 (SECTION R402.2)
CONCRETE SUBJECT TO WEATHERING (TABLE R301.2(1) SHALL
BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2 (SECTION
R402.2) CONCRETE MIXTURES FOR GARAGE AND SUPPORT SLABS
AND EXTERIOR LOCATIONS THAT WILL BE EXPOSED TO DEICING
CHEMICALS SHALL NOT HAVE MAXIMUM WEIGHT OF FLY ASH,
SILICA FUME, SLAG OR OTHER POZZOLANS THAT EXCEED THE
PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIALS
SPECIFIED IN SECTION 4.2.3. OF ACI 318. MATERIALS USED TO
PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH
THE APPLICABLE STANDARDS LISTED IN CHAPTER 3 OF ACI 318.
FOOTINGS R403
ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS
SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS ,
CRUSHED STONE FOOTINGS, WOOD FOUNDATIONS OR OTHER
APPROVED STRUCTURAL SYSTEMS.
R403.1.1 MINIMUM SIZE
MINIMUM SIZE FOR CONCRETE AND MASONRY FOOTINGS SHALL
BE AS SET FORTH IN TABLE R403.1 AND FIGURE R403.1(1)
SPREAD FOOTING SHALL BE AT LEAST 6 INCHES IN THICKNESS.
FOOTING PROJECTIONS SHALL BE AT LEAST 2 INCHES AND SHALL
NOT EXCEED THE THICKNESS OF THE FOOTINGS. THE SIZE OF THE
FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE IN
ACCORDANCE WITH TABLE R401.4.1 FOOTINGS FOR WOOD
FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET
FORTH IN SECTION R403.2 AND FIGURES R403.1(2) AND
R403.1(3).
R403.1.2 CONTINUOUS FOOTING IN SEISMIC DESIGN CATEGORIES
D0. D1. AND D2
THE BRACED WALL PANELS AT EXTERIOR WALLS OF ALL
BUILDINGS AND ALL REQUIRED INTERIOR BRACED WALL PANELS IN
BUILDINGS WITH PLAN DIMENSIONS GREATER THAN 50 FEET IN
SEISMIC DESIGN CATEGORIES D0, D1, AND D2 SHALL BE
SUPPORTED BY CONTINUOUS FOOTINGS.
R403.1.3 SEISMIC REINFORCING
CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES
D0,D1,AND D2 AS ESTABLISHED IN TABLE R301.2(1) SHALL
HAVE MINIMUM REINFORCEMENT SET FORTH IN THIS SECTION FOR
CONSTRUCTION JOINTS CREATED BETWEEN A CONCRETE FOOTING
AND A STEM WALL, WHERE A GROUTED MASONRY STEM WALL IS
SUPPORTED ON A CONCRETE FOOTING AND STEM WALL. AND
WHEN MASONRY STEM WALLS WITHOUT SOLID GROUT AND
VERTICAL REINFORCEMENT ARE NOT PERMITTED
R403.1.4 MINIMUM DEPTH
ALL EXTERIOR FOUNDATIONS SHALL BE PLACED AT LEAST 12
INCHES BELOW UNDISTURBED GROUND. WHERE APPLICABLE, THE
DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS
R403.1.4.1 THROUGH R403.1.4.2. EXCEPT FOR FROST-
PROTECTED FOOTINGS, PERMANENT SUPPORT SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION R403.3.
INSEISMIC DESIGN CATEGORIES D0,D1 AND D2, INTERIOR
FOOTINGS SUPPORTING BEARING OR BRACING WALLS AND CAST
MONOLITHICALLY WITH A SLAB ON APPROXIMATE GRADE SHALL EXTEND TO A
DEPTH OF NOT LESS THAN 12 INCHES BELOW THE TOP OF THE
SLAB-SECTION R403.1.4.2
R403.1.5 SLOPE
FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO
CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS
OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE
FOOTING EXCEEDS ONE UNIT VERTICAL IN TEN UNITS HORIZONTAL
(10-PERCENT SLOPE)
R403.1.6 FOUNDATION ANCHORAGE
THE WOOD SOLE PLATE AT EXTERIOR WALLS ON MONOLITHIC
SLABS AND WOOD SILL PLATE SHALL BE ANCHORED TO THE
FOUNDATION WITH ANCHOR BOLTS SPACED A MAX. OF 6 FEET ON
CENTER. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE
SECTION. IN SEISMIC DESIGN CATEGORIES D0,D1,AND D2.
ANCHOR BOLTS SHALL BE SPACED 6 FEET ON CENTER AND
LOCATED WITHIN 12 INCHES OF THE ENDS OF EACH PLATE
2015 INTERNATIONAL RESIDENTIAL CODE CONSTRUCTION SPECIFICATIONS AND METHODOLOGIES
3.5PER SECTION R324.3.5 ENCLOSED AREAS BELOW THE DESIGN
FLOOD ELEVATION SHALL BE USED SOLELY FOR PARKING OR
VEHICLES, BUILDING ACCESS OR STORAGE.
R403.1 GENERAL
FLOOD-RESISTANT CONSTRUCTION R322
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SECTION AT INTERIOR BRACED WALL LINES WHEN REQUIRED BY
SECTION R602.10.9 TO BE SUPPORTED ON A CONTINUOUS
FOUNDATION. BOLTS SHALL BE AT LEAST 1/2 INCH IN DIAMETER
AND SHALL EXTEND A MINIMUM OF 7 INCHES IN TO MASONRY
OR CONCRETE.
INTERIOR BEARING WALL SOLE PLATES ON MONOLITHIC SLAB
FOUNDATION SHALL BE POSITIVELY ANCHORED WITH APPROVED
FASTENERS A NOT AND WASHER SHALL BE TIGHTENED ON EACH
BOLT OF THE PLATE. SILLS AND SOLE PLATES SHALL BE
PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED
BY SECTION R317 AND R318.
COLD-FORMED STEEL FRAMING SYSTEMS SHALL BE FASTENED TO
THE WOOD SILL PLATES OR ANCHORED DIRECTLY TO THE
FOUNDATION AS REQUIRED IN SECTION R505.3.1 OR R603.3.1.
NOTE: CONSULT SECTION R403.1.6 FOR EXCEPTIONS AND
SECTION R403.1.6.1 ANCHORAGE METHODOLOGIES IN SEISMIC
DESIGN CATEGORIES C (LIGHT- FRAME TOWNHOUSES. D0. D1.
AND D2.
R403.1.6 FOUNDATION ANCHORAGE - CONTINUE
R403.1.7 FOOTINGS ON OR ADJACENT TO SLOPES
THE PLACEMENT OF BUILDINGS AND STRUCTURES ON OR
ADJACENT TO SLOPES STEEPER THAN I UNIT VERTICAL IN 3
UNITS HORIZONTAL (33.3 PERCENT SLOPE) SHALL CONFORM TO
SECTIONS R403.1.7.1 THROUGH R403.1.7.4.
R403.1.8 FOUNDATIONS ON EXPANSIVE SOILS
FOUNDATIONS AND FLOOR SLABS FOR BUILDINGS LOCATED ON
EXPANSIVE SOILS SHALL BE DESIGNED IN ACCORDANCE WITH
SECTION 1808.6 OF THE INTERNATIONAL BUILDING CODE.
EXCEPTIONS: SLAB-ON-GROUND AND OTHER FOUNDATIONS
SYSTEMS WHICH HAVE PERFORMED ADEQUATELY IN SOIL
CONDITIONS SIMILAR TO THOSE ENCOUNTERED AT THE BUILDING
SITE ARE PERMITTED SUBJECT TO THE APPROVAL OF THE
BUILDING OFFICIAL.
EXPANSIVE SOILS SHALL BE DETERMINED PER SECTION
R403.1.8.1
R403.2 FOOTINGS FOR WOOD FOUNDATIONS
FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE
WITH FIGURES R403.1(2) AND R403.1(3) AND HAVE A BASE
AS DESCRIBED IN THIS SECTION.
R404.1 CONCRETE AND MASONRY FOUNDATION WALLS
FOR BUILDINGS WHERE THE MONTHLY MEAN TEMPERATURE OF
THE BUILDING IS MAINTAINED AT A MINIMUM OF 64 DEG.
FOOTINGS ARE NOT REQUIRED TO EXTEND BELOW THE FROST
LINE WHEN PROTECTED FROM FROST BY INSULATION IN
ACCORDANCE WITH FIGURE R403.3(1) AND TABLE R403.3(1).
FOUNDATIONS PROTECTED FROM FROST IN ACCORDANCE TO SAID
FIGURES AND TABLES SHALL NOT BE USED FOR UNHEATED
SPACES SUCH AS PORCHES . UTILITY ROOM. GARAGES. AND
CARPORTS. AND SHALL NOT BE ATTACHED TO BASEMENTS OR
CRAWL SPACES THAT ARE NOT MAINTAINED AT A MINIMUM
MONTHLY MEAN TEMPERATURE OF 64 DEGREES FAHRENHEIT.
FOUNDATION AND RETAINING WALLS R404
R403.3 FROST PROTECTED SHALLOW FOUNDATIONS
FOUNDATION DRAINAGE R405
R405.1 CONCRETE OR MASONRY FOUNDATIONS
DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE OR
MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE
HABITABLE OR USABLE SPACES LOCATED BELOW GRADE.
DRAINAGE TILES, GRAVEL OR CRUSHED STONE DRAINS.
PERFORATED PIPE OR OTHER APPROVED SYSTEMS OR MATERIALS
SHALL BE INSTALLED AT OR BELOW THE AREA TO BE PROTECTED
AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO
AN APPROVED DRAINAGE SYSTEM GRAVEL OR CRUSHED STONE-
R405.1 CONCRETE OR MASONRY FOUNDATIONS- CONTINUE
DRAINS SHALL EXTEND AT LEAST I FOOT BEYOND THE OUTSIDE
EDGE OF THE FOOTING AND 6 INCHES ABOVE THE TOP OF THE
FOOTING AND BE COVERED WITH AN APPROVED FILTER
MEMBRANE MATERIAL. THE TOP OF THE OPEN JOINTS OF DRAIN
TILES SHALL BE PROTECTED WITH STRIPS OF BUILDING PAPER.
DRAINAGE TILES OR PERFORATED PIPE SHALL BE PLACED ON A
MINIMUM OF 2 INCHES OF WASHED GRAVEL OR CRUSHED ROCK
AT LEAST ONE SIEVE SIZE LARGER THAN THE TILE JOINT
OPENING OR PERFORATION AND COVERED NOT LESS THAN 6
INCHES OF THE SAME MATERIAL.
OTHER THAN GROUP I SOILS, A SUMP SHALL BE PROVIDED TO
DRAIN THE POROUS LAYER AND FOOTINGS . AND SHALL COMPLY
WITH SECTION R405.2.3.
FOUNDATION WATERPROOFING AND
DAMPPROOFING R406
R406.2 CONCRETE OR MASONRY FOUNDATION WATERPROOFING
1. FOUNDATION WALL WATERPROOFING SHALL BE WITH A
MEMBRANE EXTENDING FROM THE TOP OF THE FOOTING TO THE
FINISHED GRADE, WITH MATERIALS AS SPECIFIED IN SECTION
R406.2. EXCEPT WHERE REQUIRED TO BE WATERPROOFED.
FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE
HABITABLE OR USABLE SPACES LOCATED BELOW
APPROXIMATE GRADE SHALL BE DAMPPROOFED .
2. IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL-
WATER CONDITIONS ARE KNOWN TO EXIST. EXTERIOR FOUNDATION
WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE
SPACE LOCATED BELOW APPROXIMATE GRADE SHALL BE
WATERPROOFED PER SECTION R406.2.
3. DAMPPROOFING, WHERE REQUIRED, SHALL BE INSTALLED WITH
MATERIALS AND AS REQUIRED IN SECTION R406.1.
UNDER-FLOOR SPACE R408
R408.1 VENTILATION
R408.2 OPENINGS FOR UNDER-FLOOR VENTILATION
VENTILATION OPENINGS SHALL BE COVERED FOR THE HEIGHT
AND WIDTH WITH AN APPROVED MATERIAL LISTED IN THIS
SECTION.
R408.4 ACCESS
AN ACCESS OPENING 18 INCHES BY 24 INCHES SHALL BE
PROVIDED TO THE UNDER FLOOR SPACE. ACCESS OPENINGS TO
UNDERFLOOR SPACES WHERE MECHANICAL EQUIPMENT IS
LOCATED SHALL BE PROVIDED IN ACCORDANCE WITH SECTION
MI305.1.4.
R408.7 FLOOD RESISTANCE
FOR BUILDINGS LOCATED IN FLOOD HAZARD AREAS AS
ESTABLISHED IN TABLE R301.2(1)
1. WALLS ENCLOSING THE UNDER - FLOOR SPACE SHALL BE
PROVIDED WITH FLOOD OPENINGS IN ACCORDANCE WITH SECTION
R322.2.2.
2. THE FINISHED GROUND LEVEL OF THE UNDER-FLOOR SPACE
SHALL BE EQUAL TO OR HIGHER THAN THE OUTSIDE FINISHED
GROUND LEVEL.
EXCEPTIONS: UNDER-FLOOR SPACES THAT MEET THE
REQUIREMENTS OF FEMA/FIA TB 11-1.
I.R.C. FLOORS - CHAPTER 5
R501.2 REQUIREMENTS
GENERAL R501
FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING
ALL LOADS ACCORDING TO SECTION R301 AND OF TRANSMITTING
THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL
ELEMENTS.
R502.2 DESIGN AND CONSTRUCTION
WOOD FLOOR FRAMING R502
FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
WITH THE PROVISIONS OF THIS CHAPTER. FIGURE R502.2 AND
SECTIONS R317 AND R318 OR IN ACCORDANCE WITH AF&PA/
NDS.
R502.2.1 FRAMING AT BRACED WALL LINES
A LOAD PATH FOR LATERAL FORCES SHALL BE PROVIDED
BETWEEN FLOOR FRAMING AND BRACED WALL PANELS LOCATED
ABOVE OR BELOW A FLOOR AS SPECIFIED IN SECTION
R602.10.8
R502.3 ALLOWABLE JOIST SPANS
SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH
TABLES R502.3.1(1) AND R502.3.1(2).
R502.4 JOISTS UNDER BEARING PARTITIONS
JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF
ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS. SIZED TO
ADEQUATELY SUPPORT THE LOAD. THAT AREA SEPARATED TO
PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL
DEPTH SOLID BLOCKED WITH LUMBER NOT LESS THAN 2 INCHES IN
NOMINAL THICKNESS SPACED NOT MORE THAN 4 FEET ON
CENTER. BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL
NOT BE OFFSET FROM THE SUPPORTING GIRDERS, WALLS, OR
PARTITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH JOISTS
ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD.
CONCRETE AND MASONRY FOUNDATION WALLS SHALL BE
SELECTED AND CONSTRUCTED IN ACCORDANCE WITH
PROVISIONS OF SECTION R404 OR IN ACCORDANCE WITH
ACI 318. ACI 332. NCMA TR68-A OR ACI 530/ASCE 5/TMS
402 OR OTHER APPROVED STRUCTURAL STANDARDS. WHEN ACI
318. ACI 332 OR ACI 530/ASCE 5/TMS 402 OR THE
PROVISION OF SECTION R404 IF THE IRC CODE ARE USED TO
DESIGN CONCRETE OR MASONRY FOUNDATION WALLS. PROJECT
DRAWINGS. TYPICAL DETAILS AND SPECIFICATIONS ARE NOT
REQUIRED TO BEAR THE SEAL OF AN ARCHITECT OR ENGINEER.
UNLESS OTHERWISE REQUIRED BY THE STATE LAW OF THE
JURISDICTION HAVING AUTHORITY. FOUNDATION WALLS THAT MEET
ALL OF THE FIVE PROVISIONS IN SECTION R404.1 SHALL BE
CONSIDERED LATERALLY SUPPORTED .
1. CONCRETE, CONCRETE MASONRY AND CLAY MASONRY
FOUNDATION WALLS SHALL COMPLY WITH SECTION R404.1.1.
2. CONCRETE, CONCRETE MASONRY AND CLAY MASONRY
FOUNDATION WALLS IN SEISMIC DESIGN CATEGORIES D0, D1,
AND D2 SHALL COMPLY WITH SECTION R404.1.4.1.
3. A DESIGN IN ACCORDANCE WITH ACCEPTED ENGINEERING
PRACTICE SHALL BE PROVIDED FOR CONCRETE OR MASONRY
FOUNDATION WALLS WHEN SUCH WALLS ARE SUBJECT TO
HYDROSTATIC PRESSURE FROM GROUND WATER, OR SUPPORTING
MORE THAN 48 INCHES OF UNBALANCED BACKFILL THAT DO NOT
HAVE PERMANENT LATERAL SUPPORT AT THE TOP AND BOTTOM
AS PER SECTION R404.1.3
4. PLAN CONCRETE AND PLAN MASONRY FOUNDATION WALLS
LOCATED IN SEISMIC DESIGN CATEGORIES D0, D1, AND D2
SHALL BE IN ACCORDANCE WITH SECTION R404.1.4.
5. FOUNDATION WALL THICKNESS BASED ON WALLS SUPPORTED
SHALL BE IN ACCORDANCE WITH SECTION R404.1.5.
6. FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED
GRADE ADJACENT TO THE FOUNDATION A MINIMUM OF 4 INCHES
WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6
INCHES ELSEWHERE AS PER SECTION R404.1.6
THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR
JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE
OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS
THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM
NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN
I SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR
SPACE AREA. ONE SUCH VENTILATION OPENING SHALL BE WITHIN
3 FEET OF EACH CORNER OF THE BUILDING.
R502.8 CUTTING, DRILLING AND NOTCHING
STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED, OR
NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THIS
SECTION. SEE FIGURE R502.8.
I.R.C. WALL CONSTRUCTION -
CHAPTER 6
WOOD WALL FRAMING R602
R602.10 WALL BRACING
BUILDINGS SHALL BE BRACED IN ACCORDANCE WITH THIS SECTION OR,
WHEN APPLICABLE, SECTION R602.12. WHERE A BUILDING DOES NOT
COMPLY WITH ONE OR MORE OF THE BRACING REQUIREMENTS IN THIS
SECTION, THOSE PORTIONS SHALL BE DESIGNED AND CONSTRUCTED IN
ACCORDANCE WITH SECTION R301.1.
BRACED WALL PANEL CONSTRUCTION METHODS SHALL BE IN
ACCORDANCE TO R602.10.2.
ALTERNATE BRACED WALL PANELS SHALL BE IN ACCORDANCE TO
R602.10.2.
I.R.C. WALL COVERINGS -
CHAPTER 7
R703.2 WATER-RESISTIVE BARRIER
EXTERIOR COVERING R703
ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND
BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE I FELT OR
OTHER APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED
OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT
OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER
LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2
INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS
THAN 6 INCHES. THE FELT OR APPROVED MATERIAL SHALL BE
CONTINUOUS TO THE TOP OF THE WALLS AND TERMINATE AT
PENETRATIONS AND THE BUILDING APPENDAGES IN A MANNER
TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE
AS DESCRIBED IN SECTION R703.1.
R703.7. EXTERIOR PLASTER
INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE
WITH ASTM C926 AND ASTM C 1063 AND THE PROVISIONS OF
THIS CODE.
R703.7.1 LATH
ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -
RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH
SHALL BE ATTACHED WITH 1 1/2 -INCH-LONG, 11 GAUGE NAILS,
HAVING A 7/16-INCH HEAD, OR 7/8-INCH-LONG, 16-GAUGE
STAPLES, SPACED NOT MORE THAN 6 INCHES, OR AS OTHERWISE
APPROVED.
R703.7.2 PLASTER
PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT
LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR
WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN
APPLIED OVER MASONRY, CONCRETE. PRESSURE-PRESERVATIVE
TREATED WOOD OR DECAY RESISTANT WOOD AS SPECIFIED IN
SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER
SURFACE IS COMPLETELY CONCEALED. PLASTER APPLICATION NEED
BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS SET
FOURTH IN TABLE R702.1(1).
ON WOOD-FRAME CONSTRUCTION WITH AN ON-GRADE FLOOR SLAB
SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT
NOT EXTEND BELOW, LATH, PAPER AND SCREED .
THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS
SHALL BE SET FOURTH IN TABLE R702.1(3).
R703.7.2.1 WEEP SCREEDS
A MINIMUM 0.019-INCH (No.26 GALVANIZED SHEET GAUGE).
CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED,
WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2
INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION
PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH
ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM
OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE THE
PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW
TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.
THE WEATHER-RESISTANT BARRIER SHALL LAP THE ATTACHMENT
FLANGE. THE EXTERIOR LATH SHALL COVER THE TERMINATE ON
THE ATTACHMENT FLANGE OF THE WEEP SCREED.
R703.7.3 WATER-RESISTIVE BARRIERS
WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN
SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED
SHEATHING SHALL INCLUDE A WATER-RESISTIVE VAPOR-
PERMEABLE BARRIER WITH THE PERFORMANCE AT LEAST
EQUIVALENT TO TWO LAYERS OF GRADE D PAPER.
R703.8.3 LINTELS-STONE VENEER
R703.8.4 ANCHORAGE-STONE VENEER
MASONRY VENEER SHALL BE ANCHORED TO THE SUPPORTING
WALL WITH CORROSION -RESISTANT METAL TIES WHERE VENEER IS
ANCHORED TO WOOD BACKINGS BY CORRUGATED SHEET METAL
TIES, THE DISTANCE SEPARATING THE VENEER FROM THE
SHEATHING MATERIAL SHALL BE A MAXIMUM OF A NOMINAL I
INCH. WHERE THE VENEER IS ANCHORED TO WOOD BACKINGS
USING METAL STRAND WIRE TIES, THE DISTANCE SEPARATING THE
VENEER FROM THE SHEATHING MATERIAL SHALL BE A MAXIMUM
OF 4 1/2 INCHES EACH TIE SHALL BE SPACED NOT MORE THAN
24" ON CENTER HORIZONTALLY AND VERTICALLY AND SHALL
SUPPORT NOT MORE THAN 2.67 SQUARE FEET OF WALL AREA AS
PER SECTION R703.7.4.1
I.R.C. ROOF-CLNG CONSTRUCTION
CHAPTER 8
GENERAL R801
R801.2 REQUIREMENTS
ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF
ACCOMMODATING ALL LOADS IMPOSED ACCORDING TO SECTION
R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE
SUPPORTING STRUCTURAL ELEMENTS.
WOOD ROOF FRAMING R802
R802.3 FRAMING DETAILS
RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER
WITH A GUSSET PLATE AS A TIE . RIDGE BOARD SHALL BE AT
LEAST I-INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN
THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE
SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2-INCH
NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END
OF THE RAFTER. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED
AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE
DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT
POINT. WHERE ROOF PITCH IS LESS THAN 3 UNITS VERTICAL IN
12 UNITS HORIZONTAL. STRUCTURAL MEMBERS THAT SUPPORT
RAFTERS AND CEILING JOISTS, SUCH AS RIDGE BEAMS, HIP AND
VALLEYS. SHALL BE DESIGNED AS BEAMS.
CEILING JOISTS AND RAFTER CONNECTORS AND LAPS SHALL BE IN
ACCORDANCE TO SECTION R802.3.1 AND R802.3.2.
R802.4 ALLOWABLE CEILING JOIST SPANS
SPANS FOR CEILING JOISTS SHALL BE IN ACCORDANCE WITH
TABLES R802.4(1) AND R802.4 (2). FOR OTHER GRADES AND
SPECIES AND FOR OTHER LOADING CONDITIONS. REFER TO AF&PA
SPAN TABLES FOR JOISTS AND RAFTERS .
R802.5 ALLOWABLE RAFTER SPANS
SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES
R802.5(1) AND R802.5.1(8). FOR OTHER GRADES AND
SPECIES AND FOR OTHER LOADING CONDITIONS. REFER TO AF&PA
SPAN TABLES FOR JOISTS AND RAFTERS. THE SPAN OF EACH
RAFTER SHALL BE MEASURED ALONG THE HORIZONTAL
PROJECTION OF THE RAFTER.
R802.5.1 PURLINS
INSTALLATION OF PURLINS TO REDUCE THE SPAN OF RAFTERS IS
PERMITTED AS SHOWN IN FIGURE R802.5.1. PURLINS SHALL BE
SIZED NO LESS THAN THE REQUIRED SIZE OF THE RAFTERS THAT
THEY SUPPORT. PURLINS SHALL BE CONTINUOUS AND SHALL BE
SUPPORTED BY 2-INCH BY 4-INCH BRACES INSTALLED TO
BEARING WALLS AT A SLOPE NO MORE THAN 45 DEGREES FROM
THE HORIZONTAL. THE BRACES SHALL BE SPACED NOT MORE
THAN 4 FEET ON CENTREX AND THE UNBRACED LENGTH OF
BRACES SHALL NOT EXCEED 8 FEET.
ROOF VENTILATION R806
R806.1 VENTILATION REQUIRED
ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED
WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF
THE ROOF RAFTER SHALL HAVE CROSS VENTILATION FOR EACH
SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST
THE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS SHALL
BE PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WITH 1/16
INCH MINIMUM TO 1/4 INCH MAXIMUM OPENINGS.
R806.2 MINIMUM VENT AREA
THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF
THE AREA OF THE SPACE VENTILATED, EXCEPT THAT REDUCTION
OF THE TOTAL AREA TO 1/300 IS PERMITTED PROVIDED THAT AT
LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE
REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS
LOCATED IN THE UPPER PORTION OF THE SPACE. UPPER
VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW
THE RIDGE OR HIGHEST POINT OF THE SPACE MEASURED
VERTICALLY.
R806.3 VENT AND INSULATION CLEARANCE
WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION
SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A I-
INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND
THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT.
ATTIC ACCESS R807
BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION
SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT
EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30
INCHES OR MORE.
THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22
INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY
OR OTHER READILY ACCESSIBLE LOCATION. A 30 INCH MINIMUM
UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE
PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE
SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE
MECHANICAL EQUIPMENT IS LOCATED IN ATTICS.
R807.1 ATTIC ACCESS
MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LOAD
OTHER THAN THE DEAD LOAD OF THE VENEER ABOVE. VENEER
ABOVE OPENINGS SHALL BE SUPPORTED ON LINTELS OF
NONCOMBUSTIBLE MATERIALS AND THE ALLOWABLE SPAN SHALL
NOT EXCEED THE VALUE SET FOURTH IN TABLE R703.7.3.1. THE
LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4
INCHES.
R502.3.3 FLOOR CANTILEVERS
FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE NOMINAL
DEPTH OF THE WOOD FLOOR JOIST. FLOOR CANTILEVERS
CONSTRUCTED IN ACCORDANCE WITH TABLE R502.3.3(1)
SHALL BE PERMITTED WHEN SUPPORTING A LIGHT-FRAME
BEARING WALL OR ROOF ONLY.
R602.10.1 BRACED WALL LINES
FOR THE PURPOSE OF DETERMINING THE AMOUNT AND LOCATION OF
BRACING REQUIRED IN EACH STORY LEVEL OF A BUILDING, BRACED WALL
LINES SHALL BE DESIGNATED AS STRAIGHT LINES IN THE BUILDING
PLACED IN ACCORDANCE WITH THIS SECTION.
THE PROVISIONS OF THIS SECTION SHALL CONTROL THE
CONSTRUCTION OF EXTERIOR STRUCTURAL INSULATED PANEL (SIP)
WALLS AND INTERIOR LOAD-BEARING SIP WALLS FOR BUILDINGS NOT
GREATER THAN 60 FEET IN LENGTH PERPENDICULAR TO THE JOIST
OR TRUSS SPAN, NOT GREATER THAN 40 FEET IN WIDTH PARALLEL
TO THE JOIST OR TRUSS SPAN AND NOT GREATER THAN TWO
STORIES IN HEIGHT WITH EACH WALL NOT GREATER THAN 10 FEET
HIGH.
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION R610
R610.2 APPLICABILITY LIMITS
SIPS SHALL COMPLY WITH FIGURE R610.4 AND SHALL HAVE MINIMUM
PANEL THICKNESS IN ACCORDANCE WITH TABLES R610.5(1) AND
R610.5(2) FOR ABOVE-GRADE WALLS. ALL SIPS SHALL BE IDENTIFIED
BY GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN
APPROVED AGENCY.
R610.4 SIP WALL PANELS
GSPublisherVersion 905.0.50.46
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2'-8"
5'-0"
2'-8"
5'-0"
6 '-0 "
2 '-8 "
6 '-0 "
2 '-8 "
6 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
2'-0"
2'-0"
5 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
9 -0 X 8 -0
-
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9 -0 X 8 -0
-
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4'-0"
2'-8"
2 '-8 "
4 '-0 "
8 '-0 "
3 '-0 "
6'-0"
8'-0"
3 '-6 "
7 '-0 "
3 '-6 "
7 '-0 "
3 '-6 "
7 '-0 "
8 '-0 "
3 '-0 "
8 '-0 "
2 '-6 "
8'-0"
2'-6"2'-6"
8'-0"
2 '-4 "x 6 '-8 "
3'-0"
8'-0"
4'-0"
6'-8"
2 '-6 "
8 '-0 "
2'-6"
8'-0"
2 '-4 "
8 '-0 "
2 '-8 "
6 '-0 "
2 '-8 "
6 '-0 "
2 '-8 "
6 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
5 '-0 "
6 '-0 "
8 '-0 "
5 '-0 "
5 '-0 "
2 '-6 "
5 '-0 "
2 '-6 "
5 '-0 "
2 '-8 "
4 '-0 "
D
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COUNTER
DEPTH F.
COUNTER
DEPTH F.
DB
L
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N
GREAT ROOM18'-4" x 20'18'-4" x 20'2 STORY
MASTER BEDROOM15'-4" x 15'15'-4" x 15'10'-0" Clg. Hgt.
KITCHEN13' x 18'13' x 18'10'-0" Clg. Hgt.
PREP.6'-8" x 8'-6"6'-8" x 8'-6"
PANTRY6' x 8'-6"6' x 8'-6"
DINING11' x 13'-10"11' x 13'-10"10'-0" Clg. Hgt.
HERS8'-6" x 10'8'-6" x 10'
HIS8'-11" x 5'8'-11" x 5'
M. BATH14' x 13'-4"14' x 13'-4"
FRONT PORCH39'-8" x 13'-8"39'-8" x 13'-8"10'-0" Clg. Hgt.
BACK PORCH20'-4" x 9'-10"20'-4" x 9'-10"10'-0" Clg. Hgt.SHOP13'-2" x 8'-4"13'-2" x 8'-4"10'-0" Clg. Hgt.
2 CAR GARAGE25'-6" x 25'-4"25'-6" x 25'-4"10'-0" Clg. Hgt.
W/D
WH
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11
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26
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9'
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75'-10"
1'-6"13'-8"24'-10"20'-4"15'-6"
75'-10"
15'-2"39'-8"15'-0"6'-0"
49
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7"
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10
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6'-6"2'-8"6'-0"1'-0"4'-11"4'-11"4'-6"5'-0"4'-6"
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6
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9'
-
8
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1'
-
6
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6"
6"1'-6"7'-10"1'-6"13'-0"
1'-8"12'-6"1'-8"
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3'-2"4'-0"4'-0"6'-7"2'-7"3'-7"3'-9"3'-9"4'-5"
4'
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"
5'
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5
"
5'-0"6'-8"2'-0"4'-0"6'-6"5'-8"2'-8"2'-8"3'-4"
5'
-
6
"
11'-6"
5'-8"
3'
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9'
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10
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2'
-
3
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5'
-
1
1
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6'
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7'
-
6
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10
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2'-10"8'-4"2'-10"
3'
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8
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5'
-
8
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2'-0"3'-10"5'-0"
6'-6"
2
A3.0
2
A3.0
1
A3.0
1
A3.0
UP
7.5" RISE
10" RUN
STRUCTURAL ENGINEER SHOULD BE
CONSULTED PRIOR TO CONSTRUCTION .
GENERAL STRUCTURAL NOTES
1. OWNER IS RESPONSIBLE TO
VERIFY THIS HOUSE IS BUILT IN
COMPLIANCE WITH ALL LOCAL
ORDINANCES. DESIGNER IS
NOT RESPONSIBLE FOR SITE CONDITIONS
AND/OR THE USE OF THE
DRAWINGS DURING CONSTRUCTION.
2. BUILDER MUST VERIFY ALL STRUCTURAL
ELEMENTS FOR DESIGN
AND SIZE WITH A LOCAL ENGINEER
AND BUILDING OFFICIALS.
3. EXACT SPECIFICATION FOR ALL CONCRETE
FOUNDATIONS (i.e. SIZE &
REINFORCEMENT MUST BE DETERMINED BY
LOCAL SOIL CONDITIONS
AND ALL CODES THAT APPLY LOCALLY.
VERIFY STRUCTURAL DESIGN
WITH LOCAL ENGINEER.
4. STRUCTURAL LIABILITY: THE STRUCTURAL
FRAMING SYSTEMS (STRUCTURAL ELEMENTS
SUCH AS BUT NOT LIMITED TO FOOTINGS ,
FOUNDATION WALLS, REINFORCED
CONCRETE, FRAMING WALLS,
STRUCTURALLY INSULATED PANEL
WALLS & ROOF BEAMS,
CONNECTIONS, HEADERS, JOISTS,
RAFTERS AND TRUSSES), FOR
THIS HOUSE IS FOR REFERENCE
PURPOSE ONLY. A LOCAL
LIVING SPACE 2,989 Sq Ft
SQUARE FOOTAGE
813 Sq FtGARAGE AREA
357 Sq FtBONUS ROOM
1,830 Sq FtMAIN FLOOR
1,159 Sq FtUPPER FLOOR
637 Sq FtDECKS
SCALE: 1/4" = 1'-0"1 MAIN FLOOR PLAN
GSPublisherVersion 905.0.50.46
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435-592-4287
A1.1
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55
N
60
0
E ,
ST
GE
O
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UT
84
7
7
0
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B
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ID
A
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CU
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HO
M
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FO
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5 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
2'-8"
5'-0"
2'-8"
5'-0"5'-0"
2'-8"
5'-0"
2'-8"
2'-4"x6'-8"
3 '-6 "
6 '-0 "
3 '-6 "
6 '-0 "
3 '-6 "
6 '-0 "
3 '-6 "
3 '-6 "
3 '-6 "
3 '-6 "
3 '-6 "
3 '-6 "
2 '-8 "
3 '-0 "
2 '-8 "
3 '-0 "
2 '-8 "
3 '-0 "
2 '-4 "
6 '-8 "
6 '-8 "
2 '-0 "
2 '-6 "
6 '-8 "
6 '-8 "2 '-6 "
2'-4"x6'-8"
2'-6"
6'-8"
5'-0"
6'-8"
6 '-8 "
2 '-6 "
2 '-4 "x 6 '-8 "
6'-8"
5'-0"
5'-0"
6'-8"
6'-8"
2'-6"
5 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
5 '-0 "
2 '-8 "
2 '-8 "
5 '-0 "
3 '-0 "
2 '-8 "
3 '-0 "
2 '-8 "
3 '-0 "
2 '-8 "
GREAT ROOM19'-6" x 20'19'-6" x 20'2 STORY
BEDROOM #412'-9" x 12'12'-9" x 12'Vaulted
BEDROOM #314' x 12'14' x 12'Vaulted
BEDROOM #213'-4" x 14'-10"13'-4" x 14'-10"Vaulted
BONUS ROOM20'-6" x 19'-4"20'-6" x 19'-4"Vaulted
LOFT14'-10" x 15'-6"14'-10" x 15'-6"Vaulted
75'-10"
49
'
-
1
0
"
75'-10"
49
'
-
1
0
"
13
'
-
8
"
26
'
-
4
"
8'
-
1
0
"
1'
-
0
"
15'-2"8'-2"31'-6"1'-0"14'-0"6'-0"
2'
-
0
"
11
'
-
8
"
7'
-
2
"
4'
-
8
"
2'
-
8
"
4'
-
8
"
7'
-
2
"
9'
-
1
0
"
1'-6"13'-8"24'-10"32'-4"3'-6"
6'-2"2'-8"6'-2"
4'-6"2'-8"2'-8"4'-6"4'-9"2'-4"2'-8"2'-8"2'-4"2'-5"
7'
-
0
"
7'
-
2
"
1'
-
6
"
3'
-
8
"
6'
-
1
0
"
5'-11"10'-0"7'-5"
7'
-
2
"
4'
-
8
"
2'
-
8
"
4'
-
8
"
7'
-
2
"
5'-11"10'-0"5'-1"
2'-4"2'-8"2'-8"2'-4"
2'-4"2'-8"2'-8"2'-4"3'
-
0
"
4'
-
2
"
12
'
-
0
"
4'
-
2
"
6'
-
2
"
2'
-
2
"
9'
-
8
"
10
'
-
4
"
1'
-
6
"
2'-6"10'-4"
3'-10"
5'
-
0
"
2'-6"
8'
-
8
"
3'
-
4
"
3'
-
0
"
5'-4"5'-10"
3'-7"13'-7"
2'-7"
12
'
-
1
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"
6'
-
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"
2'-8"
1'
-
1
0
"
6'
-
1
0
"
7'
-
2
"
12'-5"12'-5"
3'-8"4'-0"4'-0"3'-2"5'-8"
2
A3.0
2
A3.0
1
A3.0
1
A3.0
DOWN
7 .5 "
RI
S
E
10
"
RU
N
STRUCTURAL ENGINEER SHOULD BE
CONSULTED PRIOR TO CONSTRUCTION .
GENERAL STRUCTURAL NOTES
1. OWNER IS RESPONSIBLE TO
VERIFY THIS HOUSE IS BUILT IN
COMPLIANCE WITH ALL LOCAL
ORDINANCES. DESIGNER IS
NOT RESPONSIBLE FOR SITE CONDITIONS
AND/OR THE USE OF THE
DRAWINGS DURING CONSTRUCTION.
2. BUILDER MUST VERIFY ALL STRUCTURAL
ELEMENTS FOR DESIGN
AND SIZE WITH A LOCAL ENGINEER
AND BUILDING OFFICIALS.
3. EXACT SPECIFICATION FOR ALL CONCRETE
FOUNDATIONS (i.e. SIZE &
REINFORCEMENT MUST BE DETERMINED BY
LOCAL SOIL CONDITIONS
AND ALL CODES THAT APPLY LOCALLY.
VERIFY STRUCTURAL DESIGN
WITH LOCAL ENGINEER.
4. STRUCTURAL LIABILITY: THE STRUCTURAL
FRAMING SYSTEMS (STRUCTURAL ELEMENTS
SUCH AS BUT NOT LIMITED TO FOOTINGS ,
FOUNDATION WALLS, REINFORCED
CONCRETE, FRAMING WALLS,
STRUCTURALLY INSULATED PANEL
WALLS & ROOF BEAMS,
CONNECTIONS, HEADERS, JOISTS,
RAFTERS AND TRUSSES), FOR
THIS HOUSE IS FOR REFERENCE
PURPOSE ONLY. A LOCAL
LIVING SPACE 2,989 Sq Ft
SQUARE FOOTAGE
813 Sq FtGARAGE AREA
357 Sq FtBONUS ROOM
1,830 Sq FtMAIN FLOOR
1,159 Sq FtUPPER FLOOR
637 Sq FtDECKS
SCALE: 1/4" = 1'-0"1 UPPER FLOOR PLAN
GSPublisherVersion 905.0.50.46
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DRAWN BY: DCB
435-592-4287
A1.2
Revisions:
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No
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s
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&
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55
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60
0
E ,
ST
GE
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,
UT
84
7
7
0
WW
W
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38
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PR
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CU
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12:12
5 :12
3 :12
3:12
4:12
4:12
12:12
12:12
12 :12
12 :12
12:12
12 :12
12 :12
5 :12
12 :12
5 :12
12 :12
12 :12
12:12
12:12
3:12
3 :12
7 :12
132'-0"45'-4 1/4"75'-7 3/4"
4
0
'
-
8
"
9
5
'
-
1
/
2
"
1
6
1
'
-
0
"
30' SETBACK LINE
2
5
'
S
E
T
B
A
C
K
L
I
N
E
10 ' SETBACK LINE
1
0
'
S
E
T
B
A
C
K
L
I
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E
296 '-5 "
253'-0"
1
2
1
'
-
6
"
R
=
20
'-0"
L
=
31
'-0"
HENRY'S FORK WAY
Y
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GSPublisherVersion 905.0.50.46
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DRAWN BY: DCB
435-592-4287
A2.0
Revisions:
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ST
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84
7
7
0
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W
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T
38
IN
TH
E
PR
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S
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X
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U
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,
ID
A
H
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NE
W
CU
S
T
O
M
HO
M
E
FO
R
18'-6"
20'
16'-6"
10'10'-6"11'
19'-6"
8'
SCALE: 3/16" = 1'-0"1 FRONT ELEVATION
SCALE: 3/16" = 1'-0"2 RIGHT ELEVATION
SCALE: 3/16" = 1'-0"3 LEFT ELEVATION
SCALE: 3/16" = 1'-0"4 REAR ELEVATION
GSPublisherVersion 905.0.50.46
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Sheet #:
DRAWN BY: DCB
435-592-4287
A3.0
Revisions:
Dr
a
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n
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Da
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e
:
1 /27
/20
2
0
Sc
a
l
e
:
As
No
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Sh
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:
BU
I
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SE
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9'
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0
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30
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CRAWL SPACE
PANTRY KITCHEN DINING
BEDROOM HALL BATH
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CRAWL SPACE
KITCHEN GREAT ROOM MASTER SUITE
BEDROOMBONUS ROOM LOFTHALLWAY
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10
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FLOOR JOISTS
T&G FLOOR DECKING
FLOOR INSULATION
JOIST HANGER
FOOTING BELOW FROST DEPTH
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GRADE - SLOPE 5% TO
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P.T. PLATE W/ ANCHOR BOLT AS REQ'D
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CDX PLYWOOD SHEATHING
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WALL INSULATION
SCALE: 1/4" = 1'-0"2 BUILDING SECTION #2
SCALE: 1/4" = 1'-0"1 BUILDING SECTION #1
SCALE: 3/8" = 1'-0"3 TYPICAL WALL SECTION
GSPublisherVersion 905.0.50.46
DE
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Sheet #:
DRAWN BY: DCB
435-592-4287
A4.0
Revisions:
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:
1 /27
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2.
A. Refrigerator F. Kitchen Hood K.Dryer
B. Ovens G. Cooktop
C. Garbage Disposal H. Furnace
D. Dishwasher I. Spa Equipment
E. Microwave J. Washing Machine
1.
ELECTRICAL
3.
4.
5.
6.
7.
8.
9.
10.
ELECTRICAL INFORMATION PROVIDED ON THESE PLANS ARE FOR DESIGN
PURPOSES ONLY. FOR POWER AND CABLING DISTRIBUTION, CIRCUITING
AND CIRCUIT LOADS AND ALL RELATED INFORMATION CONCERNING
ELECTRICAL WORK REFER TO ELECTRICAL SUB-CONTRACTORS.
ELECTRICAL WORK TO CONFORM TO ALL LOCAL AND STATE LAWS AND TO
BE PERFORMED BY A LICENSED ELECTRICIAN .
ALL LIGHTING CIRCUITS SHALL BE CIRCUITS DEDICATED TO LIGHTING
ONLY.
SMOKE DETECTORS SHALL BE CONNECTED
TO A LIGHTING CIRCUIT. TO BE 110V WITH
BATTERY BACKUP AND ARE AUDIBLE IN ALL SLEEPING AREAS.
AT ALL BATHROOMS ONE 20 AMP BRANCH CIRCUIT SHALL SUPPLY ALL
BATHROOM WALL OR COUNTER -TOP OUTLETS ONLY.
PROVIDE TWO 20 AMP BRANCH CIRCUITS TO THE KITCHEN. THESE
CIRCUITS SHALL BE LIMITED TO SUPPLYING WALL AND COUNTER SPACE
OUTLETS WITHIN THE KITCHEN. THESE CIRCUITS SHALL NOT BE USED FOR
LARGE APPLIANCES.
ALL BEDROOM ELECTRICAL RECEPTACLES SHALL BE OF THE ARC-FAULT
CIRCUIT INTERRUPTER TYPE, TYP.
THE FOLLOWING APPLIANCES SHALL BE ON A DEDICATED CIRCUIT :
A SEPARATE DEDICATED 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO
SUPPLY LAUNDRY RECEPTACLE OUTLET .
LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES SHALL HAVE "SUITABLE
FOR DAMP LOCATIONS" LABEL. IF IN COMBINATION WITH EXHAUST FAN
FIXTURE, EXHAUST FAN MUST PROVIDE MINIMUM OF 5 AIR CHANGES PER
HOUR.
ELECTRICAL GROUNDING SYSTEM SHALL BE PER ALL APPLICABLE CODES.
CONTRACTOR AND/OR ELECTRICAL SUB-CONTRACTOR SHALL SELECT
GROUNDING METHOD MOST COMPATIBLE WITH FOUNDATION SYSTEM .
FLOOD LIGHT
W.P.
S.D.
DUPLEX OUTLET
EXHAUST FAN
INCANDESCENT LIGHT
EMERGENCY LIGHT
GROUND FAULT INTERRUPT
HANGING LIGHT
UNDER CABINET LIGHT
4 BULB 4' FLOURESCENT LIGHT
FLOOR DUPLEX OUTLET
SWITCHED DUPLEX OUTLET
SMOKE & C.O. DETECTORC.O.
8' FLOURESCENT LIGHT
S
WALL MOUNT INCANDESCENT LIGHT
PLANTER FLOOD
SMOKE DETECTOR
PHOTO CELL
E
PH.C.
TELEVISIONTV
PHONE
DUPLEX OUTLET -GFI
DUPLEX OUTLET -
S.D.
220 OUTLET
SWITCH
C
CEILING FAN W/LIGHT KIT
CEILING FAN
COMPUTER OUTLET
ELECTRICAL KEY
PENDENT INCANDESCENT LIGHT
WEATHER PROTECTED
HEAT-LIGHT/FAN
EYEBALL RECESSED
PH.
VANITY LIGHT
2 BULB 4' FLOURESCENT LIGHT
RECESSED INCANDESCENT
SCALE: 1/4" = 1'-0"1 MAIN FLOOR ELECTRICAL
GSPublisherVersion 905.0.50.46
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DR
A
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&
DE
S
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N
Sheet #:
DRAWN BY: DCB
435-592-4287
A4.1
Revisions:
Dr
a
w
i
n
g
Da
t
e
:
1 /27
/20
2
0
Sc
a
l
e
:
As
No
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2.
A. Refrigerator F. Kitchen Hood K.Dryer
B. Ovens G. Cooktop
C. Garbage Disposal H. Furnace
D. Dishwasher I. Spa Equipment
E. Microwave J. Washing Machine
1.
ELECTRICAL
3.
4.
5.
6.
7.
8.
9.
10.
ELECTRICAL INFORMATION PROVIDED ON THESE PLANS ARE FOR DESIGN
PURPOSES ONLY. FOR POWER AND CABLING DISTRIBUTION, CIRCUITING
AND CIRCUIT LOADS AND ALL RELATED INFORMATION CONCERNING
ELECTRICAL WORK REFER TO ELECTRICAL SUB-CONTRACTORS.
ELECTRICAL WORK TO CONFORM TO ALL LOCAL AND STATE LAWS AND TO
BE PERFORMED BY A LICENSED ELECTRICIAN .
ALL LIGHTING CIRCUITS SHALL BE CIRCUITS DEDICATED TO LIGHTING
ONLY.
SMOKE DETECTORS SHALL BE CONNECTED
TO A LIGHTING CIRCUIT. TO BE 110V WITH
BATTERY BACKUP AND ARE AUDIBLE IN ALL SLEEPING AREAS.
AT ALL BATHROOMS ONE 20 AMP BRANCH CIRCUIT SHALL SUPPLY ALL
BATHROOM WALL OR COUNTER -TOP OUTLETS ONLY.
PROVIDE TWO 20 AMP BRANCH CIRCUITS TO THE KITCHEN. THESE
CIRCUITS SHALL BE LIMITED TO SUPPLYING WALL AND COUNTER SPACE
OUTLETS WITHIN THE KITCHEN. THESE CIRCUITS SHALL NOT BE USED FOR
LARGE APPLIANCES.
ALL BEDROOM ELECTRICAL RECEPTACLES SHALL BE OF THE ARC-FAULT
CIRCUIT INTERRUPTER TYPE, TYP.
THE FOLLOWING APPLIANCES SHALL BE ON A DEDICATED CIRCUIT :
A SEPARATE DEDICATED 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO
SUPPLY LAUNDRY RECEPTACLE OUTLET .
LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES SHALL HAVE "SUITABLE
FOR DAMP LOCATIONS" LABEL. IF IN COMBINATION WITH EXHAUST FAN
FIXTURE, EXHAUST FAN MUST PROVIDE MINIMUM OF 5 AIR CHANGES PER
HOUR.
ELECTRICAL GROUNDING SYSTEM SHALL BE PER ALL APPLICABLE CODES.
CONTRACTOR AND/OR ELECTRICAL SUB-CONTRACTOR SHALL SELECT
GROUNDING METHOD MOST COMPATIBLE WITH FOUNDATION SYSTEM .
FLOOD LIGHT
W.P.
S.D.
DUPLEX OUTLET
EXHAUST FAN
INCANDESCENT LIGHT
EMERGENCY LIGHT
GROUND FAULT INTERRUPT
HANGING LIGHT
UNDER CABINET LIGHT
4 BULB 4' FLOURESCENT LIGHT
FLOOR DUPLEX OUTLET
SWITCHED DUPLEX OUTLET
SMOKE & C.O. DETECTORC.O.
8' FLOURESCENT LIGHT
S
WALL MOUNT INCANDESCENT LIGHT
PLANTER FLOOD
SMOKE DETECTOR
PHOTO CELL
E
PH.C.
TELEVISIONTV
PHONE
DUPLEX OUTLET -GFI
DUPLEX OUTLET -
S.D.
220 OUTLET
SWITCH
C
CEILING FAN W/LIGHT KIT
CEILING FAN
COMPUTER OUTLET
ELECTRICAL KEY
PENDENT INCANDESCENT LIGHT
WEATHER PROTECTED
HEAT-LIGHT/FAN
EYEBALL RECESSED
PH.
VANITY LIGHT
2 BULB 4' FLOURESCENT LIGHT
RECESSED INCANDESCENT
SCALE: 1/4" = 1'-0"1 UPPER FLOOR ELECTRICAL