HomeMy WebLinkAboutPLANS Accessory Building 610 Pinewood Ln 2023-08-046.2.23
APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
08/04/2023
This installation must comply
with the requirements of the
2023 National Electrical Code
6/2/2023
FOUNDATION
SIMPSON STHD14
EMBEDDED STRAP LOCATION
6.2.23
Approved
by
SAFEbuilt
08/04/2023
8:40:56 AM
Approved
by
SAFEbuilt
08/04/2023
8:41:02 AM
Landers Shop Notes
Applicable Codes –but not limited to
2015 IRC
Structural Notes
General
1. 68 PSF snow load
2. 175 MPH Vult wind speed
3. 40 PSF floor load
Footings, foundations and slabs
1. Sized assuming standard soils with 2500 pounds per square foot bearing capacity (without
having actual soils borings or soil testing).Assumptions and size of required footing and
foundations to be verified by Van Horn Engineering after excavation and before footings are
formed.Call (303Ͳ931Ͳ7362) Frank Roberts, for open hole inspection.Once Van Horn
Engineering reviews the excavated soils, they will provide an acceptable letter to the county,
and\or require any revisions, prior to the footing pour.
2. Concrete to be 3000 PSI mix for foundations and 3500 PSI for slabs, place concrete continuously
without horizontal cold joints.
3. Floor slabs shall be placed on approved materials by Van Horn Engineering, 1” deep wet saw cut
control joints at 10’ O.C. maximum.
4. All rebar to be 60 ksi steel and minimum 2” clear to concrete edge or 3” to bottom of footing.
5. CastͲin anchors shall be in accordance with ASTM F1554 Grade 36 or equivalent with ASTM
A563 Grade A nuts, and ASTM F436 washers or 2”x2”x3/16” plate washers.All parts to be hot
dipped galvanized in accordance with ASTM A153 or ASTM F2329.
6. Excavation contractor to assure that all footing is placed on undisturbed soil or compacted soil
per Van Horn Engineering written approval.
7. Perimeter footings shall have 30” minimum embedment from final grade to bottom of footing.
General
1. Backfill 4” perforated perimeter drainpipe with gravel.Daylight to the closest point feasible.
Gravel shall be 1½” washed rock or #57 stone, wrap gravel in Mirafi 140N filter fabric or
equivalent.Gravel shall extend not less than 1’Ͳ0” beyond edge of footing and not less than 6”
above top of footing.
2. Provide temporary bracing to withstand all construction, snow and wind loads until all field
connections are completed.
Framing
1. All sill plate touching concrete to be treated and attached with ½” diameter by 9” anchor bolts
with 7” embedment at 32” O.C. and within 12” of the end of each sill plate.
2. All headers to be (2) #2HF 2 x 10 unless noted otherwise.
6/2/2023
FOUNDATION
6/5/23
Approved
by
SAFEbuilt
08/04/2023
8:41:02 AM
3. Allroofframingwoodtobe#2HemFirorbetter.
4. WithinjoistcavitiesbeneathsolidorbuiltͲupcolumnsprovidesquashblockingofarea
equivalenttothecolumnsabove.
5. Fireblockpercode
6. FastenwoodmemberswithcommonnailsaccordingtotherequirementslistedintheIBC
fasteningScheduleTable2304.9.1.AnchorengineeredjoistandpreͲengineeredtrussesperthe
manufacturer’srequirements.
7. AllOSBwallsheathingtobeinstalledhorizontally,withendjointsoffsetaminimumof32”,
attachedwith8dnailsat6”o.c.atedgesand12”o.c.inthefield.
8. Fastenroofsheathingwith8dnailsat6”o.c.atedgesand12”o.c.inthefield
ProvidethefollowingSimpsonconnectorsatthenotedlocations.
1. Trussorraftertietowall–H3unlessotherwiserecommendedbytrussmanufacturer.
2. Sloped2x10joisthangers–LRU210Z.
Windows
Allwindowssizesshownarebasedonoverallsizes,horizontalslider.
Allnewwindowsarealuminumcladwoodwindows
AllwindowsareminimumU.30orbetter
PrescriptiveEnergyRequirements–per1102.1.2Ufactoralternative
Roof RͲ60
WallRͲ21battandRͲ5CI
FoundationRͲ10
Floors NA
Windows.30U
Lighting–80%ormoreLEDorbetter
UnitHeater–indirectcombustionhighefficiencygasunit
GeneralNotes
Entrydoorsaremetalorfiberglass
RoofisclassA
Approved
by
SAFEbuilt
08/04/2023
8:41:02 AM
Garagedoorsaremetalinsulated.
Crawlspaceisexisting.
Ventilationairispersection1103.5.1(contractortoprovideequipmentlistingandmethodventilation
airwillbedistributedthroughoutthehabitableareasofthedwelling)
.01xSF+7.5(#ofbedrooms+1)=30CFM
AcopyofManualJandManualDreportsmustbesubmittedtotheBuildingSafetyandInspection
Servicespriortoroughinspectionsbythecontactor.
ProvideCOdetectionandsmokedetectionpercode.
Coordinateallelectricandlightfinallocationswiththeowner.
Approved
by
SAFEbuilt
08/04/2023
8:41:02 AM