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Home My WebLink AboutSITE PLANS - 21-00721 - 1134 Arctic Willow Dr - Addition.pdfSITEPRINT DATE / TIME:STEPHEN STUMPF374 La Rue Ave.,Reno, Nevada+1 201 208 7287REVISIONS:OWNER: Daniel & Julie HawkinsCONTRACTOR: David JonesSSDESIGN-BUILD SET FOR CONTRACTOR AND OWNER.CONTRACTOR AND OWNER TAKE FULL RESPONSIBILITY FOR ALL WORK HEREIN, WHICH SHALL BE CODE COMPLIANT AND PER LOCAL JURISDICTION'S REQUIREMENTS. ALL ENGINEERING SHALL BE PER OWNER / CONTRACTOR'S STAMPED AND ENGINEERED DOCUMENTS 9/14/2021 9:22:49 PMG1.0Hawkins Residence -Addition & Deck1134 Articwillow Dr., Rexburg, ID 83440COVERSHEETVICINITY MAPGENERAL NOTES:1. THIS PROJECT SHALL COMPLY WITH ALLCURRENT / APPLICABLE CODES, INCLUDING THE CURRENT VERSION OF THE INTERNATIONAL RESIDENTIAL CODE AND / OR THE INTERNATIONAL BUILDING CODE. THIS PROJECT SHALL ALSO COMPLY WITH THE CURRENT VERSION OF THE CITY AND/OR COUNTY ZONING / COMPREHENSIVE MASTER PLAN AND ANY OTHER REQUIREMENT FROM ANY AUTHORITY HAVING JURISDICTION. 2. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE BUILDING AND FIRE DEPARTMENTS AND ANY OTHER GOVERNING AUTHORITIES HAVING JURISDICTION.3. THE CONTRACTOR SHALL MEET OR EXCEED ALL CONSTRUCTION INDUSTRY STANDARDS AND ANY SPECIALTY REQUIREMENTS BY THE LOCAL JURISTICTION HAVING AUTHORITY. SITE NOTES:1. THE CONTRACTOR SHALL CONSULT WITH / HIRE A GEOTECHNICAL ENGINEER FOR ANY NON-TYPICAL SOILS CONDITIONS THAT MAY BE PRESENT IN REGARDS TO WATER DRAINAGE / INFILTRATION AND SOIL BEARING CAPACITY. 2. FINAL BUILDING STAKING AND ALL REQUIRED SURVEYING IS TO BE PERFORMED BY A COMPETENT SURVEYOR. STAKING SHALL MEET PLAT, SUBDIVISION, CITY AND ZONING REQUIRMENTS FOR ALL SETBACKS, EASEMENTS, PROPERTY BOUNDARIES, ETC.ARCHITECTURAL NOTES:1. ALL INFORMATION NOT CONTAINED HEREIN, SHALL BE PROVIDED BY CONTRACTOR.2.SEE ALL NOTES, INCLUDING RESCHECK NOTES. FOR ANY CONFLICTING INFORMATION, NOTES, OR DRAWINGS; BUILD PER STRICTEST REQUIREMENTS AND/OR CONFIRM WITH LOCAL AHJ (AUTHORITY HAVING JURISDICTION) STRUCTURAL NOTES:1. SEISMIC DESIGN CATEGORY:D(CAN VARY WITH ROCK PROFILE. USUALLY D, BUT CAN BE C, REFER TO GEOTECHNICAL ENGINEER)2. GROUND SNOW LOAD:50 PSF3. ROOF SNOW LOAD:35 PSF4. WIND LOAD:90 MPH5. LIVE LOAD:SAME AS IBC –IRC6. FROST DEPTH:36 IN (BOTTOM OF ALLFOOTINGS SHALL BE AT OR BELOW FROST DEPTH)7. ALL TRUSSES SHALL BE DESIGNED, ENGINEERED AND STAMPED BY A QUALIFIED TRUSS MANUFACTURER OR STRUCTURAL ENGINEER.8. ALL SPANS, LOADS, CONNECTIONS AND BRACING SHALL MEET ALL APPLICABLE CODES AND BE TAKEN FROM ENGINEERED/CERTIFIED TABLES AND INDUSTRY STANDARDS OR A QUALIFIED STRUCTURAL ENGINEER.9. ALL FLOORS SHALL BE DESIGNED AS A THREE-STAR FLOOR WITH A DEFLECTION OF: L / 480 MIN. PREFERABLY A FOUR-STAR FLOOR WITH A DEFLECTION OF L / 960 PER OWNER'S PLANNED INCREASED LIVE LOADS, CONFIRM WITH OWNER.10. ALL STRUCTURAL FRAMING, INCLUDING MEMBERS, CONNECTIONS, ETC. SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND/OR DESIGNED AND FRAMED BY A LICENSED/COMPETENT FRAMER/CONTRACTOR. SEE STRUCTURAL DRAWINGS / NOTES. MECHANICAL NOTES:1. MECHANICAL SYSTEM TO BE EXTENSION OF EXISTING SYSTEM IF POSSIBLE, WHICH IS A FORCED AIR SYSTEM, OR A SEPARATE SYSTEM SPECIFICALLY FOR THE NEW ADDITION AND SELECTED BY CONTRACTOR / OWNER.2. MECHANICAL SYSTEM, INCLUDING DUCTWORK, SHALL BE SIZED AND DESIGNED BY MECHANICAL CONTRACTOR/SUPPLIER AND MEET ALL CURRENT MECHANICAL CODES.2015 IRC NOTES:THE BUILDING SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE AND THE 2015 INTERNATIONAL BUILDING CODE (WHEN APPLICABLE). THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING CONSTRUCTION CONFORMS TO CODE. IN PARTICULAR, THE FOLLOWING ITEMS SHALL CONFORM TO THE REFERRED SECTION OF THE CODE.1) ALL OUTDOOR INTAKE & EXHAUST OPENINGS SHALL CONFORM TO SECTION R303.5 2) ALL STAIRS (INTERIOR & EXTERIOR) ILLUMINATION SHALL CONFORM TO SECTION R303.7-R303.8 3) ALL GLAZING SHALL CONFORM TO SECTION R308. 4) ALL BASEMENTS (WITH HABITABLE SPACE) & EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE & RESCUE OPENING CONFORMING TO SECTION R310. 5) ALL STAIR RISERS SHALL NOT EXCEED 7 3/4" AND ALL TREADS SHALL NOT BE LESS THAN 10" -REFER TO SECTION R311.7 FOR ALL STAIRWAY REQ'MNTS. 6) ANY AND ALL HANDRAILS SHALL CONFORM TO SECTION R311.7.8 7) ALL GUARDS (GUARD RAILS) SHALL BE MIN. 36" REFER TO SECTIONS R312 8) ALL FOAM PLASTIC AND ALL INSULATION SHALL CONFORM TO SECTIONS R316. REFER AND CONFORM TO APPENDIX F FOR RADON CONTROL METHODS AND REQUIREMENTSENERGY / INSULATION NOTES:1. REXBURG, MADISON COUNTY, IDAHO: ZONE 62. SEE ALSO RES-CHECK SHEET G1.1 FOR INSULATION VALUES. VALUES USED ARE:-CEILING / ROOF = R49 CLOSED-CELL SPRAY FOAM INSULATION-WALLS = R20 CLOSED-CELL SPRAY FOAM INSULATION INSIDE + R5 CONTINUOUS INSULATION ON EXTERIOR.-FLOOR, OVER VENTED CRAWL SPACE = R30 CLOSED-CELL SPRAY FOAM INSULATION.(NOTE, AN INSULATED CRAWL WALL IS ONLY REQUIRED FOR NONVENITLATED CRAWL SPACES. THIS CRAWL SPACE, AS DESIGNED, IS VENTILATED. IF OWNER OR CONTRACTOR CHANGE THE CRAWL SPACE TO VENTILATED, THEN THEY SHALL ALSO CHANGE THE CRAWL WALL INSULATION TO MEET 2012 IECC REQUIREMENTS OF 15/19)-FENESTRATION U-FACTOR: .30 MIN.3. IF OWNER OR CONTRACTOR SUBSTITUES CLOSED-CELL SPRAY FOAM FOROPEN-CELL SPRAY FOAM INSULATION, THEN THE CONTRACTOR SHALL ADD A VAPOR BARRIER. OWNER: Name: Daniel and Julie HawkinsAddress: 1134 Articwillow Dr.City / State: Rexburg, IDZip Code: 83440SHEET INDEXSHEET # SHEET NAMEGENERALG1.0 COVER SHEETG1.1 RES CHECKCIVILSP1.1 SITE PLANARCHITECTURALA0.1 DEMO PLANA1.1 FIRST FLOOR PLANA2.0 ROOF PLANA3.0 ELEVS.A4.0 BLDG. SECTS.A9.0 3D VIEWSA9.1 3D VIEWSA9.2 3D VIEWSA9.3 3D VIEWSSTRUCTURALS1.0 FOUND. PLANCONTRACTOR: Name: David JonesLicense: Contact #: 208-520-0713Address: 175 N 1st ECity / State: Rexburg, IDZip Code: 83440PROJECT: Name: Hawkins Residence -Addition and New DeckAddress: 1134 Articwillow Dr. City / State: Rexburg, IDZip Code: 83440JURISTICTION:CITY OF REXBURG, IDPermits: 208-372-2341Inspections: 208-372-2344CODES UTILIZED:2017 National Electrical Code2012 International Residential Code2015 International Mechanical Code2018 International Energy Conservation Code -Residential2015 Fuel Gas Code2017 Idaho Plumbing Code2015 National Fire Code2013 NFPA 72 Fire Alarm & Signaling CodeZONING:SUBDIVISION:WILLOWBROOK ESTATES DIV. NO. 3, LOT 9, BLOCK 3ZONE / USE:RURAL RESIDENTIAL 2 / SINGLE FAMILY RESIDENTIAL BUILDING TYPE:DETACHED SINGLE FAMILY DWELLINGTYPE OF CONSTRUCTION:VBFIRE SPRINKLER:NOPROPOSED NO. OF STORIES:1ALLOWABLE BUILDING HEIGHT:30'-0" (FROM TOP OF BUILDING'S HORZ. WALL)SITE:(ALL SITE INFORMATION TO BE PROVIDED BY OWNER / CONTRACTOR)UTILITIES:WATER:CITYSANITARY:CITYELECTRIC:ROCKY MOUNTAIN POWERGAS:INTERMOUNTAIN GASBUILDING / HOUSE:AREA:NEW GROSS AREA:FIRST FLOOR ADDITION: 256 S.F.EXISTING S.F.:3,148 S.F.TOTAL NEW S.F.: 3,408 S.F.UNCONDITIONED AREA:GARAGE (NON-CONDITIONED): 552 S.F.TOTAL UNCONDITIONED: 552 S.F.TOTAL CONDITIONED AREA:2,856 S.F.BUILDING FOOTPRINT:2,529 S.F.HEIGHT (FROM GRADE):TOP OF HORIZONTAL WALL:8'-10 7/8"TOP OF RIDGE:APPROX. 16'-11 27/32"EXTERIOR WALL SURFACE AREA:583 S.F.DOORS (6) 6' X 7' EA. 252 S.F.WALLS:331 S.F.1. 2018 IECC RESCHECK 09/14/2021