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Home My WebLink AboutConditions of PermitcoNDrilo NS OF PERMIT BLRE-07 -24-877 8 JON & LINDSAY DUFFY Single-family dwelling w/ attached garage 1360 CR 331, Silt 21791 5300489 1) ALL WORK SHALL COMpLy W|TH THE 2015 TNTERNATTONAL RESTDENTTAL CODE (l.R.C.)AND 2018 INTERNATIONAL ENERGY CONSERVATION CODE (I.E.C.C.) 2) PROPOSED IMPROVEMENTS ARE SUBJECT TO ALL APPLICABLE ITEMS CONTAINED IN THE ATTACHED "GARFIELD COUNry BUILDING REOUIREMENTS'. NUMBER REFERENCES NOTED ON PLANS REFER TO SPECIFIC ITEMS ON THIS LIST. 3) ELECTRICAL PERMITTING AND INSPECTIONS BY COLORADO STATE ELECTRIC BOARD. ELECTRICAL ROUGH-IN APPROVAL IS REOUIRED AT FRAME INSPECTION. ELECTRICAL FINAL APPROVAL IS REOUIRED FOR FINAL INSPECTION & CERTIFICATE OF OCCUPANCY. 4) ALL EXTERTOR LIGHTING TO BE DOWNCASTAND SHIELDED. 5) WILDFIRE N/lTlcATlON RECOMMENDATIONS: SHOULD COI\4PLY WITH WILDFIRE MITIGATION AND DEFENSIBLE SPACE RECOMMENDATIONS PER COLORADO STATE FOREST SERVICE AND LOCAL FIRE DISTRICT. PLEASE REFER TO THE GARFIELD COUNTY COMMUNIry DEVELOPN/IENT WEBSITE FOR ADDITIONAL I NFORMATION. 6) OPEN HOLE SOTLS REPORT REOUTRED AT FOOTTNG TNSPECTTON AND PRIOR TO ANY CONCRETE POUR. GEOTECH MUST INCLUDE COMPACTION REPORT FOR ANY STRUCTURAL FILL. 3,000 PSF soil bearing capacity specified by CTL THOMPSON in their engineering investigation report dated August 5, 2022 (attached). 7) SPECIAL NOTICE TO OWNER BUILDER: OPTIONAL SHALLOW FOUNDATION DETAILS (STAMPED AUGUST 27 ,2024) PROVIDED BY A LOCAL ENGINEER (DB STRUCTURAL DESIGN) MUST INCLUDE INSULATION FROST PROTECTION IN ACCORDANCE WITH 2015 IRC COMN/ENTARY FIGURE R403.3(1) AND TABLE R403.3(1) STAPLED TO THE FIELD COPY. 8) ALL HtcH STRENGTH BOLTTNG AND FIELD WELDING REOUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION. 9) BLOWER DOOR TEST tS REOUtRED. MUST SUBMIT BLOWER DOOR TEST REPORT TO GARFIELD COUNTY COMMUNIry DEVELOPMENT DEPT. OFFICE PRIOR TO SCHEDULING FINAL BUILDING INSPECTION / C.O. FINAL. 10) SEPTIC SYSTEM REVIEW / APPROVALS: PRIOR TO BUILDING INSPECTION & CERTIFICATE OF OCCUPANCY PROVIDE FINALAPPROVAL/SIGN-OFF FROM GARFIELD COUNTY'S PUBLIC HEALTH DEPT. 1 1) PRESCR|pTtVE PATH USrNG 2018 rECC TABLE R402.1.2 HAS BEEN CHOSEN FOR ENERGY COMPLIANCE OF THIS HOME DESIGN. MANUAL J REPORT STAPLED TO FIELD COPY FOR REFERENCE. ALL NEW HOI\4ES TO HAVE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM INSTALLED (2015 IRC TABLE m1507.3.3(1)AND (2) SHOWN ON COVER SHEET. $ .{ R $ N 7 coAlDtTTAN* z FOUNDATIONS R403.3.1 Foundations adjoining frost'protected shallow foundations. Foundations that adjoin frost-protected shallow foundations shall be protected from frost in accordance with Section R403.1.4. * This section requires that foundations that adjoin FPSFs be protected from frost according to the current requirements of Section R403.1.4, which requires that foundations extend below the frost line, be built on solid rock, or use FPSF designs. Each method pre- vents frost from heaving foundations. This language prevents the attachment of FPSFs to reinforced float- ing garage foundations, which may be permitted by some local codes to be placed at shallow depths with- out insulating for frost protection (i.e., the foundation moves up and down with frost). INSULATION DETAIL FLASHING PER SECTION R703.8 ln tical wall insulation shall extend between the shallow foundation and the adjoining slab Required horizontal insulation shall be continuous under the adjoining slab foundation and through any foundation walls adjoining the frost-protected shallow foundation. Where lnsu. perature maintained at a minimum of 64"F (18'C) shall be accordance with Figure R403.3(3) and Table R403.3(1). V lation passes through a foundation wal1, it shall be either of a type complying with this section and having bearing capacitv equal to or greater than the structural loads imposed by the building, or the building shall be designed and constructed using beams, lintels, cantilevers or other means of transfer- R403.3.1.1 Attachment to unheated slab-on-ground ture. Vertical wall insulation and horizontal insulation frost-protected shallow foundations that adjorn a ground foundation that does not have 3 monthly mean SLAB.ON-GROUND FOUNDATION FLOOR PER SECTIONS R403.1 AND R5O6INSULATION PROTECTION PER SECTION R403.3.1 SLOPE FINAL GRADE PER SECTION ///t D \\\ 12 IN. MAX, 12|N. MrN. ol NOMINAL 4 IN.AND VERTICAL WALL INSUALTION" WASHED GRAVEL OR CRUSHED STONE DRAINED PER SECTION R403.3.2 HORIZONTAL INSULATION" HORIZONTAL INSULATION PLAN --T lcI For SI: 1 inch = 25.4 mm. a. SeeTableR403.3(l)forrequireddimensionsandR-vaiuesforverticalandhorizontalinsulationandminimumfootingdepth. FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS * See the commentary to Section R403.3. a/ tt H _o 0 FOUNDATION PERII\4ETER 4-24 2015 INTERNATIONAL RESIDENTIAL CODE@ COMMENTABY HORIZONTAL INSULATION DIMENSIONS PER FIGURE R403.3(1) (inches) HORIZONTAL INSULATION R.VALUE"," B cAt corners A VERTICAL INSULATION R-VALUECd Along walls MINIMUM FOOTING DEPTH, D (inches) Not required Not required Not requiredNot required Not required4.5t2 Not requiredNot required Not required Not required5.6 Not requiredt42,000 24 404.9 126.7 t.716 t2 .A 406.s 8.67.8T6 60lt.2 24 309.0 8.016 36 6013.1 2410.1 10.5164,000 cottJbtno/r'"w7 TABLE R403.3(1) MINIMU M FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS" buitding loads such that the structural loads of the build- do not bear on the insulation. This section requires that a building with a FPSF be insulated to current FPSF requirements even where an unheated garage or other slab-on-ground is attached to it. The vertical and horizontal insulation must be in accordance with Figure 403.3(3) and Table R403.3(1) and be continuous through the foundation of the unheated structure. The vertical wall insulation must extend between the FPSF and the adjoining slab foun- dation, and any required horizontal insulation must be continuous through any foundation walls adjoining the FPSF. No frost penetration or differential movement occurred with this construction in a HUD demonstra- tion in Fargo, North Dakota. Deep foundations of unheated garages have been attached to hundreds of other buildings built on FPSFs in the U.S. ln most cases the FPSF insulation has been placed continu- ously between the garage floor and the house FPSF; however, the insulation has not been continuous through the foundation walls of the unheated struc- tures. ln these buildings, no differential movement between the deep and shallow foundations has been reported. lnsulation passing through a foundation wall must comply with the requirements of Section R403.3, i.e., it must meet ASTM C57B and the requirements of Table R403.3(1), and the insulation must be of a type that has sufficient compressive strength to carry the load oftf'" building. Alternatively, the building must be oesigned to carry those loads over the insulation and not bear on it. R403.3.1.2 Attachment to heated structure. Where a frost- protected shallow foundation abuts a structure that has a monthlY mean temDerature maintained at a minimum of 64'F(18'C), horizontal insulation and vertical wall insulation shall not be required between the frost-protected shallow founda- uon and the adjoining structure. Where the frost-protected 2015 INTERNATIoNAL RESIDENTIAL coDE@ cOMMENTARY shallow foundation abuts the heated structure, the horizontal insulation and vertical wall insulation shall extend along the adjoining foundation in accordance with Figure R403.3(4) a distance of not less than Dimension A in Table R403.3(1). Exception: Where the frost-protected shallow foundation abuts the heated structure to form an inside corner, vertical insulation extending along the adjoining foundation is not required. * This section stipulates that additions built on FPSFs need not be insulated where they join a heated struc- ture because heat from both structures keeps the ground from freezing. However, where the FPSF abuts the heated building, the horizontal and vertical insula- tion must extend along the adjoining foundation to pre- vent cold from intruding under the slab through the foundation wall. The dimension of the insulation is related to the width of the horizontal insulation. This technique was shown to be effective by the U.S. Army Corps of Engineers Cold Regions Research and Engi- neering Laboratory (CRREL)on a FPSF addition to an airport control tower with a deep foundation in a severe Alaskan climate with a 13-foot (3962 mm) frost line. An abutment at an inside corner is an exception. ln this condition, both the building and the addition heat the ground, and extra insulation is not needed. R403.3.2 Protection of horizontal insulation trelow ground. Horizontal insulation placed less than 12 inches (305 mm) below the ground surface or that portion of horizontal insulation extending outward more than 24 inches (610 mm) from the foundation edge shall be protected against damage by use of a concrete slab or asphalt paving on the ground sur- face directly above the insulation or by cementitious board, plywood rated for below-ground use, or other approvedmate- rials placed below ground, directly above the top surface of the insulation. * This protection for the insulation prevents damage due to excavating (e.9., for landscaping purposes). 4-25