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DESIGN CRITERIA:
<br />STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVE BEEN DESIGNED TO MEET THE
<br />REQUIREMENTS OF THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE &
<br />INTERNATIONAL RESIDENTIAL CODE.
<br />DESIGN LOADS:
<br />LATERAL SEISMIC LOADS
<br />LATERAL WIND LOADS:
<br />ANALYSIS METHOD: SIMPLIFIED PROCEDURE
<br />IE = 1.00, SEISMIC USE I, SITE CLASS D,
<br />SEISMIC DESIGN CATEGORY D
<br />LIGHT FRAME BEARING WALL w/ WOOD PANEL: R = 6.5 & Cs = 0.13
<br />Ss = 1.25 & S1 = 0.40 (PER 2002 USGS MAP w/ LAT. & LON.)
<br />SDs=0.83&SDI =0.43
<br />WIND SPEED: 110 mph, EXPOSURE B, GCpi = ±0.18, Kzt = 1.00
<br />VERTICAL LOADS: ROOF LOADS FLOOR LOADS
<br />DEAD LOAD 15 PSF 10 PSF
<br />LIVE LOAD N/A 40 PSF
<br />SNOW LOAD 25 PSF N/A
<br />SOIL AND FOUNDATION:
<br />DESIGN VALUES:
<br />ALLOWABLE BEARING: 2000 PSF
<br />COEFFICIENT OF FRICTION: 0.35
<br />ACTIVE PRESSURE: 35 PCF (UNRESTRAINED)
<br />60 PCF (RESTRAINED)
<br />PASSIVE PRESSURE: 300 PCF
<br />ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18"
<br />BELOW FINISHED GRADE.
<br />ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. COMPACTED FILL SHALL
<br />MATERIAL AND DEBRIS. FI L SHALL BE PLACED
<br />BE FREE OF ORGANIC ED IN A MAXIMUM OF 8 INCH L C
<br />LIFTS AND COMPACTED
<br />0
<br />UM 95/o OF THE MAXIMUM DENSITY AS DETERMINED BY
<br />TO A MINIM
<br />ASTM D-1557.
<br />CONCRETE:
<br />CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX:
<br />1) F'c = 3000 PSI
<br />2) MAXIMUM SLUMP = 4"
<br />3) MAX WATER/CEMENT RATIO = 0.53; 6 GALLONS PER SACK
<br />4) MINIMUM ENTRAINED AIR CONTENT SHALL BE 4%± 1%
<br />5) INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS
<br />ARE EMBEDDED.
<br />DESIGN F'c = 2500 PSI WITH F'c = 3000 PSI SPECIFIED FOR WEATHERING PER IBC TABLE 1904.2.
<br />NON -SHRINK 4000 PSI NON -SHRINK GROUT SHALL BE USED FOR ALL COLUMN BASE PLATES.
<br />PROVIDE CONSTRUCTION JOINTS AT A MINIMUM OF 20'-0" TO MINIMIZE THE EFFECTS OF
<br />CONCRETE SHRINKAGE DURING CURING. CONCRETE SHALL BE PROTECTED DURING CURING
<br />TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION.
<br />PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY
<br />APPROVED BY THE DESIGN ENGINEER, WITH THE EXCEPTION OF ELECTRICAL CONDUIT.
<br />REINFORCING STEEL:
<br />REBAR: GRADE (PSI)
<br />#4 & SMALLER 40 40,000
<br />#5 & LARGER 60 60,000
<br />CAST AGAINST EARTH: 3"
<br />EXPOSED TO EARTH OR WEATHER: 2"
<br />SLABS, WALLS AND JOISTS: 3/4"
<br />BEAMS AND COLUMN: 1-1/2"
<br />LAP ALL FIELD SPLICES 30 DIAMETERS UNLESS NOTED OTHERWISE. DOWEL ALL EXTERIOR
<br />PROJECTIONS TO STRUCTURE WITH #4 BARS @ 12" HOOKED INTO WALL.
<br />BEND WALL AND FOOTING BARS 18" AROUND CORNERS, OR USE CORNER BARS.
<br />WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 W1.4x1 A UNLESS
<br />NOTED OTHERWISE. PLACE AT MID -DEPTH OF SLAB AND PROVIDE ONE FULL MESH OVERLAP
<br />AT SPLICES.
<br />MANUFACTURED ROOF TRUSSES:
<br />ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF
<br />WASHINGTON AND FABRICATED FROM HIS/HER DESIGNS. THE SNOW LOAD SHALL BE NOTED
<br />UNDER DESIGN LOADS AND VERIFIED PRIOR TO FABRICATION. TRUSS DESIGNS SHALL BE
<br />SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR IN PLANS. HANDLE AND INSTALL
<br />IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
<br />1) WALLS: 7/16" APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF STUDS
<br />WITH 8d NAILS @ 6" O.C. ALL PANEL EDGES AND AT 12" O.C. INFIELD AND PROVIDE SOLID a. COMMON NAILS (6d - 2" x 0.113", 8d - 2%2' x 0.131 ", 10d - 3" x 0.148")
<br />BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. b. FOR ALL CONNECTIONS NOT SHOWN, REFER TO IBC 2304.9.1, DETAILS AND SHEAR WALL
<br />2) ROOF: 7/16" APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF SCHEDULE
<br />RAFTERS/TRUSSES WITH 8d NAILS @ 6" O.C. ALL PANEL EDGES AND AT 12" O.C. IN FIELD
<br />AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR
<br />SHEARWALL SCHEDULE.
<br />3) FLOORS: 3/4" APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF JOISTS
<br />WITH 10d NAILS @ 6" O.C. ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID
<br />BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE.
<br />WOOD FRAMING:
<br />ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST
<br />EDITION"
<br />BEAMS (4X AND GREATER) DF #1 OR BETTER
<br />POSTS DF #1 OR BETTER
<br />STUDS HF #2 / STUD
<br />ALL OTHER LUMBER HF #2 OR BETTER
<br />GLUE LAMINATED TIMBER:
<br />MEMBER USE
<br />SPAN TYPE
<br />SPECIES
<br />COMB. SYMBOL
<br />Fbx +
<br />Fbx -
<br />BEAM
<br />SIMPLE
<br />DF/DF
<br />24F V4
<br />2400 PSI
<br />1850 PSI
<br />BEAM
<br />CANTILEVER
<br />DF/DF
<br />24F V8
<br />2400 PSI
<br />2400 PSI
<br />ALL EXTERIOR DECK FRAMING AND WOOD MEMBERS IN CONTACT WITH CONCRETE OR
<br />MASONRY SHALL BE PRESSURE TREATED. FASTENERS FOR PRESERVATIVE -TREATED WOOD
<br />(WITH THE EXCEPTION OF STEEL BOLTS ONE -HALF -INCH DIAMETER OR GREATER) SHALL BE
<br />OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR
<br />COPPER. WHEN USING STAINLESS STEEL OR HOT -DIPPED GALVANIZED CONNECTORS, THE
<br />CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL. FOLLOW
<br />MANUFACTORERS RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL
<br />HANGERS AND CONNECTORS ARE USED.
<br />ALL DOOR AND WINDOW HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE
<br />(2) 2x8 DF #2 WITH ONE CRIPPLE AND ONE STUD FOR OPENINGS 6'-0" OR LESS AND TWO
<br />CRIPPLE AND ONE STUD FOR OPENINGS MORE THAT 6'-0" WIDE. ALL COLUMNS NOT
<br />SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE (2) 2x(MATCH WALL STUDS) HF#2 NAILED
<br />TOGETHER PER STRUCTURAL NOTES.
<br />SPIKE LAMINATE 2x4 COLUMNS TOGETHER WITH 16d @ 9" O.C. STAGGERED. LAMINATE 2x6
<br />COLUMNS TOGETHER WITH (2) OFFSET ROWS OF 16d NAILS @ 9" O.C. DRIVE ADJACENT NAILS
<br />FROM OPPOSITE SIDES OF THE COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED TO
<br />THE ADJACENT STUD.
<br />PROVIDE DOUBLE TOP PLATES AT ALL WALLS AND STAGGER SPLICES A MINIMUM OF 48".
<br />ATTACH BOTTOM PLATE TO WOOD FRAMING BELOW WITH 16d @ 12" O.C. OR BOLT TO
<br />CONCRETE WITH 1/2 DIAMETER ANCHOR BOLTS 48 O.C. EMBEDDED MIN UNLESS T C 7 U SS NOTED
<br />OTHERWISE IN PLAN OR SHEARWALL SCHEDULE.
<br />NON -BEARING WALLS MUST BE HELD AWAY FROM TRUSS BOTTOM CHORDS WITH AN
<br />APPROVED FASTENER TO INSURE THAT THE TRUSS DOES NOT BEAR ON THE WALL,
<br />CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, INC., OR
<br />APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS
<br />SPECIFICATIONS WITH ALL HOLES IN HANGERS TO BE NAILED,
<br />SOLID BLOCKING OF 2" NOMINAL THICKNESS OR GREATER SHALL BE PROVIDED AT ENDS AND
<br />AT ALL SUPPORTS OF JOISTS AND RAFTER. INSTALL BLOCKING OR BRIDGING AT 8'-0" O.C. FOR
<br />FLOOR JOISTS AND 10'-0" O.C. FOR RAFTERS. PROVIDE SQUASH BLOCKING NEXT TO RIM JOIST
<br />UNDER ALL PERIMETER POSTS AND COLUMNS CONSISTING OF A DOUBLE STUD OR GREATER,
<br />BLOCKING TO MATCH THE AREA OF THE MEMBER ABOVE, UNLESS OTHERWISE SPECIFIED,
<br />PROVIDE AN EQUIVALENT COLUMN OR SOLID BLOCKING TO SUPPORT OR FLOOR BELOW AT
<br />ALL COLUMN LOCATIONS.
<br />PROVIDE DOUBLE JOIST UNDER ALL INTERIORS WALLS THAT RUN PARALLEL TO JOIST
<br />ORIENTATION.
<br />GENERAL NOTES:
<br />DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE CONTRACTOR SHALL
<br />VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE
<br />DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE
<br />WORK.
<br />REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND
<br />WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING
<br />CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL
<br />PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR
<br />SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT
<br />REQUIRED INSPECTIONS.
<br />THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT
<br />SHOWN.
<br />PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS
<br />RECOMMENDATIONS.
<br />THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED
<br />ONLY WITH THE PERMISSION OF THE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST
<br />BEAR THEIR NAMES AS ENGINEER.
<br />TYPICAL AILING SCHEDULE
<br />TYPICAL CONNECTION TYPE
<br /># OF REQ'D
<br />FASTENER
<br />LOCATION
<br />FASTENERS
<br />JOIST TO SILL OR GIRDER
<br />3
<br />8d COMMON (or)
<br />TOENAIL
<br />3" x 0.131" NAILS
<br />(STAGGER)
<br />BRIDGING TO JOIST
<br />2
<br />8d COMMON (or)
<br />TOENAIL EACH
<br />3" x 0.131" NAILS
<br />END
<br />SOLE PLATE TO JOIST OR
<br />TYPICAL FAGS
<br />BLOCKING (WALL)
<br />8" O.C.
<br />3" x 0.131" NAILS
<br />NAIL
<br />TOP PLATE TO STUD, OR STUD
<br />TO SOLE PLATE (WALL)
<br />3
<br />3" x 0.131" NAILS
<br />END NAIL
<br />STUD TO SOLE PLATE (WALL)
<br />4
<br />8d COMMON (or)
<br />TOENAIL
<br />3" x 0.131" NAILS
<br />DOUBLE STUDS, OR MULTIPLE
<br />LAM MEMBERS
<br />g O.C.
<br />3" x 0.131" NAILS
<br />FACE NAIL
<br />DOUBLE TOP PLATES
<br />12" O.C.
<br />3" x 0.131" NAILS
<br />TYPICAL FACE
<br />NAIL
<br />BLOCKING BETWEEN JOISTS OR
<br />RAFTERS TO TOP PLATE
<br />3
<br />3" x 0.131" NAILS
<br />TOENAIL
<br />RIM JOIST TO TOP PLATE
<br />6" O.C.
<br />8" x 0.131" NAILS
<br />TOENAIL
<br />RAFTER TO TOP PLATE
<br />RAFTER SPACING
<br />SIMP. "W" CLIP
<br />FILL ALL NAIL
<br />HOLES PER SIMP.
<br />JOIST TO RIM (BAND) JOIST
<br />4
<br />16d COMMON (or)
<br />FACE NAIL
<br />3" x 0.131" NAILS
<br />SHEAR WALL SCHEDULE
<br />NAILING*
<br />SHEAR FLOW NAILING
<br />MARK
<br />SHEATHING
<br />EDGES
<br />FIELD
<br />BASE TOE NAIL
<br />SILL PLATE
<br />COMMON
<br />BLOCKED
<br />PLATE RIM/TOP
<br />ANCHORS"
<br />SWI
<br />OSB
<br />8d@6"
<br />8d@12"
<br />16d@8"
<br />16d@5"
<br />z 0A.6.@
<br />48 O.C. &
<br />ONE SIDE
<br />O.C.
<br />O.C.
<br />O.C.
<br />O.C.
<br />ENDS
<br />/s' OSB
<br />8d @ 4"
<br />8d @ 12"
<br />16d @ 5"
<br />SIMP. LTP4
<br />@
<br />"
<br />2
<br />ONE SIDE
<br />O.C.
<br />O.C.
<br />O.C.
<br />@ 20" O.C.
<br />3 O.C. &
<br />ENDS
<br />USE COMMON NAILS FOR ALL NAILING.
<br />'* ANCHOR BOLT WASHERS MUST BE 3" X 3" X 1/4" THICK
<br />FLOORTIES & HOLDDOWNS
<br />MARK
<br />STRAP
<br />NAILING
<br />HOLDDOWN
<br />STUD ANCHORAGE
<br />ANCHOR
<br />BOLTS
<br />STHD8
<br />STHD8
<br />(24) 16D
<br />N/A
<br />STHD8RJ
<br />SINKER
<br />1) LOCATE HOLDOWN AT EACH END OF SHEARWALL
<br />2) CRIPPLE WALL CONSTRUCT SAME AS S.W. ABOVE
<br />3) EXTEND FOUNDATION AS REQ'D. FOR H.D. A.B. EMBEDMENT
<br />4) THREADED ROD AND COUPLER AS REQUIRED
<br />NOTE
<br />FOR MONOPOUR CONSTRUCTION: IN LIEU OF THE REINFORCING SHOWN, THE FOUNDATION
<br />MAY BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS AS OUTLINED IN THE 2012
<br />IRC, SECTION R404.1.4 & R403.1.3.1. THESE PROVISIONS OUTLINE THE REQUIREMENTS FOR
<br />PLAIN CONCRETE FOUNDATION WALLS LOCATED IN SEISMIC DESIGN CATEGORIES DO, D1 & D2.
<br />AS A RECAP OF THE CODE THE FOUNDATION SHALL COMPLY WITH THE FOLLOWING:
<br />1. WALL HEIGHT SHALL NOT EXCEED 8 FT.
<br />2. UNBALANCED BACKFILL HEIGHT SHALL NOT EXCEED 4 FT,
<br />3. MINIMUM REINFORCEMENT FOR PLAIN CONCRETE FOUNDATION WALL SHALL CONSIST
<br />OF ONE NO. 4 HORIZONTAL BAR LOCATED IN THE UPPER 12 INCHES OF OF THE WALL.
<br />4. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION WALL SHALL BE 7.5 INCHES
<br />EXCEPT THAT 6 INCHES IS PERMITTED WHEN THE MAXIMUM HEIGHT IS 4 FT, 6 INCHES.
<br />5. PER R403.1.3.1: FOUNDATIONS WITH STEM WALLS SHALL HAVE INSTALLED A MINIMUM OF
<br />ONE NO.4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL AND ONE NO.4 BAR
<br />LOCATED 3 INCHES TO 4 INCHES FROM THE BOTTOM OF THE FOOTING.
<br />Simple Heating System Size: Washington State
<br />This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA
<br />Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling
<br />loads.
<br />The glazing window and door portion of this calculator -
<br />g g ( ) passumes the installed glazing and door products have an area weighted average U factor of
<br />0.30. The incorporated insulation requirementsh are the minimum prescriptive amounts specified by the 2012 WSEC.
<br />Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section,
<br />some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension
<br />Program at (360) 956-2042 for assistance.
<br />Project Information Contact Information
<br />PLAN #1866 PAUL BUSTARD
<br />425-876-6551
<br />Heating System Type: Forced Air Furnace Heat Pump
<br />To see detailed instructions for each section, place your cursor on the word "Instructions".
<br />Design Temperature
<br />Everett PaineAF6 - Design Temperature Difference (AT)
<br />,T = Indoor (70 degrees) - Outdoor Design Temp
<br />Area of Building
<br />Conditioned Floor Area
<br />Conditioned Floor Area (sq ft)
<br />Average Ceiling Height
<br />Average Ceiling Height (ft)
<br />Glazing and Doors
<br />Insulation
<br />Attic
<br />R-49 T
<br />Single Rafter or Joist Vaulted Ceilings
<br />Select R-Value v
<br />Above Grade Walls (see Figure 1)
<br />R 1
<br />Floors
<br />R-30 w
<br />Below Grade Walls (see Figure 1)
<br />Select R-value
<br />Slab Below Grade (see Figure 1)
<br />Select conditioning v
<br />Slab on Grade (see Figure 1)
<br />Select R-Value
<br />Location of Ducts
<br />Unconditioned Space
<br />2232
<br />Conditioned Volume
<br />8.0 17,856
<br />U-Factor X Area = UA
<br />0.30 -
<br />U-Factor X Area = UA
<br />0.026
<br />U-Factor
<br />Area
<br />No selection
<br />U-Factor
<br />Area
<br />0.056
<br />U-Factor
<br />Area
<br />0.029
<br />-
<br />U-Factor
<br />Area
<br />No selection
<br />F-Factor
<br />Length
<br />No selection
<br />F-Factor
<br />Length
<br />No selection
<br />Duct Leakage Coefficient
<br />1.10
<br />UA
<br />UA
<br />UA
<br />UA
<br />UA
<br />UA
<br />49
<br />2018 Washington State Energy Code - Residential
<br />Prescriptive Energy Code Compliance for All Climate Zones in Washington
<br />Single Family - New & Additions (effective February 1, 2021) Version 1.0
<br />These requirements apply to all IRC building types, including detached one- and two-family
<br />dwellings and multiple single-family dwellings (townhouses).
<br />Project Information Plan #2375
<br />Instructions: This single-family project will use the requirements of the Prescriptive Path below and
<br />Incorporate the minimum values listed. Based on the size of the structure, the appropriate number of
<br />additional credits are checked as chosen by the permit applicant.
<br />Provide all information from the following tables as building permit drawings: Table R402.1 - Insulation and
<br />Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits.
<br />All Climate Zones (Table R402.1.1)
<br />R-Value a U-Factor a
<br />Fenestration U-Factor b n/a 0.28
<br />Skylight U-Factor b n/a 0.50
<br />Glazed Fenestration SHGC Ue n/a n/a
<br />Ceiling e 49 0.026
<br />Wood Frame Wall g'11 21 int 0.056
<br />Floor 38 0.029
<br />Below Grade Wall c'b 10/15/21 int + TB 0.042
<br />Slab d'f R-Value & Depth 10, 2 ft n/a
<br />R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less
<br />a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix
<br />Table A101.4 shall not be less than the R-value specified in the table.
<br />b The fenestration U-factor column excludes skylights.
<br />"10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on
<br />the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at
<br />c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on
<br />the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB"
<br />means R-5 thermal break between floor slab and basement wall.
<br />d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1.
<br />For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth
<br />e extends over the top plate of the exterior wall.
<br />R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter
<br />f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall
<br />meet the requirements for thermal barriers protecting foam plastics.
<br />For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for
<br />g climate zone 5 of [CC 400.
<br />Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard
<br />h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10
<br />insulation.
<br />Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel
<br />normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of
<br />credits. To claim this credit, the building permit drawings shall specify the option selected and the
<br />maximum tested building air leakage, and show the qualifying ventilation system and its control sequence
<br />of operation.
<br />1. Small Dwelling Unit: 3 credits
<br />Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area.
<br />Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf.
<br />2. Medium Dwelling Unit: 6 credits
<br />All dwelling units that are not included in #1 or #3
<br />3. Large Dwelling Unit: 7 credits
<br />Dwelling units exceeding 5,000 sf of conditioned floor area
<br />All Climate Zones
<br />R-Valuea
<br />U-Factora
<br />Fenestration U-Factorb
<br />n/a
<br />0.28
<br />Skylight U-Factor
<br />n/a
<br />0.50
<br />Glazed Fenestration SHGCb,e
<br />n/a
<br />n/a
<br />Ceiling
<br />49j
<br />0.026
<br />Wood Frame Wall g,k,l
<br />21 int
<br />0.056
<br />Mass Wall R-Valuei
<br />21/21h
<br />0.056
<br />Floor
<br />38g
<br />0.029
<br />Below Grade Wallc,k
<br />10/15/21 int + TB
<br />0.042
<br />Slabd R-Value & Depth
<br />10, 2 ft
<br />n/a
<br />APPROVED
<br />Economic Development
<br />Dffice of Community Pllantift & E'co
<br />PLANNING DEPARTMENT Ui
<br />1I,
<br />A DATE:
<br />1�►��1�� D�P�.1�$p,� �1{�AL
<br />� UES� � Sens
<br />PR
<br />Sansi�iiva
<br />ems
<br />i0lR10 RER � FencM .�
<br />Landscaping Ares
<br />entaltY
<br />� Environrn
<br />Conta S1, ,
<br />(4251'251 81
<br />it
<br />CI-\f0FEIE 13
<br />Permit �eVi�
<br />Permit if:
<br />132112-033
<br />Site Address:
<br />1023 100TH ST SW
<br />Owner:
<br />BUSTARD CUSTOM CONSTRUCTION INC
<br />Tenant:
<br />[TenNamej
<br />App.Date:
<br />12/10/2021
<br />Proposed Use:
<br />NEW SINGLE FAMILY
<br />Description:
<br />CONSTRUCT NEW SFR, LOT 1
<br />Reviewed By:s
<br />X Office Set Job Site Set
<br />4. Additions less than 500 square feet. 1.5 credits
<br />All other additions shall meet 1-3 above p05i'TIONPD AS
<br />O I5 No- PLAN,
<br />Summary of Table R406.2 iF BiJIL�E OI'7 APPrtOVEI7g �UBIv11"I
<br />Heating Credits - select ONE INDICA" SITE PL) SHALL ILL
<br />I II'iSI'EC'TION� W
<br />Options Fuel Normalization Descriptions heating option TEDEIwvO I- ,� i'..-E O JEC-r UNTO THE
<br />rdAl�`� 0, I'IIIS PR S BEEN APPPOV-
<br />1 Combustion heating minimum NAECAb 0.0 REVISE THEE PLAN I- BLIG -�yOILI�S
<br />2 Heat pump' 1.0 x D Wj BUIL
<br />INGIPU
<br />3 Electric resistance heat only - furnace or zonal -1.0 E
<br />4 DHP with zonal electric resistance per option 3.4 0.5 DEP rS° ned
<br />5 All other heating systems -1.0
<br />sum of UA - Energy Credits - select ONE
<br />Envelo a Heat Load Options Energy Credit Option Descriptions energy option from each
<br />p Btu /Hour
<br />Sum of UA X dT
<br />Air Leakage Heat Load - Btu / Hour
<br />Volume X 0.8 X AT X .018
<br />1.1
<br />Building Design Heat Load Btu / Hour
<br />1.2
<br />Air Leakage + Envelope Heat Loss
<br />1.3
<br />Building and Duct Heat Load - Btu / Hour
<br />1.4
<br />Ducts in unconditioned space: Sum of Building Heat Loss X 1. 10
<br />- Ducts in conditioned space: Sum of Building Heat Loss X 1
<br />1.5
<br />Maximum Heat Equipment Output - Btu / Hour
<br />1.6
<br />Building and Duct Heat Loss X 1.40 for Forced Air Furnace
<br />1.7
<br />Building and Duct Heat Loss X 1.25 for Heat Pump
<br />Table R402.1.1 Footnotes
<br />2.1
<br />For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing.
<br />2.2
<br />a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is
<br />2.3
<br />.4
<br />2.1a
<br />less than the label or design thickness of the insulation, the compressed R-value of the insulation from
<br />Appendix Table A101.4 shall not be less than the R-value specified in the table.
<br />3.2
<br />b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration.
<br />3.3a
<br />3.4
<br />Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1
<br />3.5
<br />through 3 where the SHGC for such skylights does not exceed 0.30.
<br />3.6a
<br />c "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous
<br />4.1
<br />4.2
<br />insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the
<br />5.1d
<br />basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13
<br />5.2
<br />cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or
<br />5.3
<br />5.4
<br />exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-
<br />5.5
<br />13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and
<br />5.6
<br />basement wall.
<br />6.1e
<br />d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1.
<br />7.1
<br />e There are no SHGC requirements in the Marine Zone.
<br />f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table
<br />a
<br />R301.1.
<br />g Reserved.
<br />b•
<br />h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13
<br />C.
<br />cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent
<br />or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in
<br />e
<br />the locations where structural sheathing is used to maintain a consistent total sheathing thickness.
<br />f
<br />i The second R-value applies when more than half the insulaJon is on the interior of the mass wall.
<br />j For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38.
<br />k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
<br />minimum of R-10 insulation.
<br />I Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation
<br />requirement.
<br />Table R402.1.3 Footnote
<br />a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as
<br />specified in Section R402.1.3.
<br />category d
<br />Efficient Building Envelope
<br />0.5
<br />Efficient Building Envelope
<br />1.0
<br />Efficient Building Envelope
<br />0.5 x
<br />Efficient Building Envelope
<br />1.0
<br />Efficient Building Envelope
<br />2.0
<br />Efficient Building Envelope
<br />3.0
<br />Efficient Building Envelope
<br />0.5
<br />Air Leakage Control and Efficient Ventilation
<br />0.5 x
<br />Air Leakage Control and Efficient Ventilation
<br />1.0
<br />Air Leakage Control and Efficient Ventilation
<br />1.5
<br />Air Leakage Control and Efficient Ventilation
<br />2.0
<br />High Efficiency HVAC
<br />1.0
<br />High Efficiency HVAC
<br />1.0
<br />High Efficiency HVAC
<br />1.5
<br />High Efficiency HVAC
<br />1.5
<br />High Efficiency HVAC
<br />1.5 x
<br />High Efficiency HVAC
<br />2.0
<br />High Efficiency HVAC Distribution System
<br />05 x
<br />High Efficiency HVAC Distribution System
<br />1.0
<br />Efficient Water Heating
<br />0.5
<br />Efficient Water Heating
<br />0.5
<br />Efficient Water Heating
<br />1.0
<br />Efficient Water Heating
<br />1.5 x
<br />Efficient Water Heating
<br />2.0
<br />Efficient Water Heating
<br />2.5
<br />Renewable Electric Energy (3 credits max)
<br />1.0
<br />Appliance Package
<br />0.5 x
<br />Total Credits
<br />6.0
<br />An alternative heating source sized at a maximum of 0.5 W/sf (equivalent)
<br />of heated floor area or 500 W,
<br />whichever is bigger, may be installed in the dwelling unit.
<br />Equipment listed in Table C403.3.2(4) or C403.3.2(5)
<br />Equipment listed in Table C403.3.2(1) or C403.3.2(2)
<br />You cannot select more than one option from any category EXCEPT
<br />in category 5. Option 5.1 may be combined
<br />with options 5.2 through 5.6. See Table 406.3.
<br />1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max.
<br />See the complete Table R406.2 for all requirements and option descriptions.
<br />Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group.
<br />dsslg
<br />R©OIS trusses to be
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<br />PROPANE TANKS, HEAT PUMP(
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<br />AND SIDE SET6ACKS. PROP0
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<br />eke detectors Required
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<br />MECHANICAL,
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<br />GENERAL NOTES
<br />SCHEDULES
<br />REVISION:
<br />1
<br />DATE:
<br />3-14-22
<br />DRAWN BY:
<br />TJM
<br />SCALE:
<br />AS NOTED
<br />PROJECT NOL.J
<br />_
<br />W4737
<br />SHEET NO-,
<br />1
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