HomeMy WebLinkAboutConditions of Permitco NDITIONS OF PERMIT
BLRE-OB-22-77 48
G race & Ph ilip Fa lkowski
New S/F Dwellin g w/ aüached garage
14 River Vista, GWS
lronbridge, PH 2, FLG 1 ,2&3, Block 3, Lot 266
1) ALL WORK SHALL COMply W|TH THE 2015 INTERNATIONAL RESIDENTIAL CODE
(t,R.c.)AND 2009 INTERNATIONAL ENERGY CONSERVATION CODE (l.E.C.C.)
2) PROPOSED IMPROVEMENTS ARE SUBJECT TO ALL APPLICABLE ITEMS CONTAINED
IN THE ATTACHED "GARFIELD COUNTY BUILDING REOUIREMENTS". NUMBER
REFERENCES NOTED ON PLANS REFER TO SPECIFIC ITEMS ON THIS LIST.
3) ELECTRTCAL PERMtTTtNc AND TNSPECTIONS BY COLORADO STATE ELECTRIC
BOARD, ELECTRICAL ROUGH-IN APPROVAL IS REOUIRED AT FRAME INSPECTION.
ELECTRICAL FINAL APPROVAL IS REOUIRED FOR FINAL INSPECTION &
CERTI FI CATE OF OCCUPANCY.
4) WILDFIRE MITIGATION REOUIREMENTS: COMPLY WITH WILDFIRE MITIGATION
AND DEFENSIBLE SPACE REOUIREMENTS PER COLORADO STATE FOREST SERVICE
AND LOCAL FIRE DISTRICT,
5) A LOT TMPROVEMENT CERTIFICATE, SEALED BY A COLORADO LICENSED
SURVEYOR, IS REOUIRED AT FOUNDATION INSPECTION TO VERIFY STRUCTURE -
INCLUDING ROOF OVERHANGS, DECKS AND OTHER PROJECTIONS -- IS WHOLLY
CONTAINED WITHIN LAT 266 PROPERry BOUNDARIES,
ó) OPEN-HOLE SOTLS REPORT AND STRUCTURAL FrLL COMPACTION REPORT MUST
BE PREPARED BY THE GEOTECHNICAL ENGINEER OF RECORD. 1.500 PSF SOIL
BEARING CAPACITY,
7) STRUCTURAL ENGINEER SHALL FIELD VERIFY PLACEMENT OF STEEL
REINFORCEMENT BARS, ANCHOR BOLTS AND FORMWORK PRIOR TO CONCRETE
SLAB POUR. PROVIDE ENGINEERS SEALED APPROVAL REPORT AT UNDERGROUND
PLUMBING INSPECTION.
8) STRUCTURAL ENGINEER SHALL BE FULLY RESPONSIBLE FOR REVIEW AND
INSPECTION OF CONCRETE MATT SLAB FOUNDATION. PROVIDE ENGINEER'S
SEALED APPROVAL REPORT (WET STAMPED & SIGNED) PRIOR TO FRAMING
INSPECTION.
9) PRE.ENGINEERED ROOF TRUSSES, HAVE ENGINEERING FOR INSPECTOR AT TIME
OF FRAME INSPECTION.
1 0)sEE F|RE-RES|STIVE DETATLS ON SHEET D-1 , MUST PROVIDE PROTECTION OF
PROJECTIONS WITHIN 5 FEET OF THE PROPERry LINE. SHALL COMPLY WITH 2015
IRC, TABLE R302.1.