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DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208-7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF 4/3/18 Lot 4, Rexburg, ID 83440 4/3/2018 9:34:15 AM A1.0Charles Place
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FOUNDATION NOTES:1. ALL SIZES AND QUANTITIES GIVEN BELOW ARE MINIMUM SIZES PER INDUSTRY STANDARDS AND CONTRACTOR SHALL INCREASE SIZES PER GEOTECHNICAL ENGINE ER RECOMMENDATIONS, SOILS CONDITIONS AND/OR CITY INSPECTOR REQUIREMENTS.2. ALL FOUNDATION WALLS SHALL BE 8" THICK, U.N.O.3. DIMENSIONS ARE TO EDGE OF FOUNDATION WALLS, U.N.O.4. ALL STRIP FOOTINGS ARE 10" X 18" AND CENTERED UNDER FOUNDATION WALLS, U.N.O.5. ALL COLUMN/SPREAD FOOTINGS ARE 10" X 18" X 18" AND CENTERED UNDER COLUMNS, U.N.O.6. THE TOP 1' OF ALL FOUNDA TION WALLS SHALL HAVE (3) #4 BARS PER CITY OF REXBURG REQUIR EMENTS. FOUND. WALLS SHALL HAVE #4 BARS @ 16" O.C. AND FOOTINGS SHALL HAVE (2) #4 BARS,MIN.7. FOR CONCRETE PLACED AGAINST SOIL, REBAR SHALL HAVE 3"MIN. CONCRETE COVER, TYP.8. CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEEN SOIL.9. THE BOTTOM OF ALL FOOTINGS AND SLABS SHALL BEAR ON SOLID NATIVE, INORGANIC, UNDI STRUBED SOIL OR COMPACTED STRUCTURAL FILL APPROVED BY GEOTECHNICAL ENGINEER OR INSPECTOR.10. THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR ALL REQUIRED IBC/IRC SPECIAL INSPECTIONS, INCLUDING SOILS, CONCRETE, STEEL, AND LATERAL SYSTEMS.11. PERIMETER FOUNDATION DRAINS ARE TO BE USED UNLESS GEOTECHNICAL ENGINEER, CIVI L ENGINEER OR CONTRACTOR DEEMS SOIL CAN DRAIN WATER AWAY FROM BASEMENT ADEQUATELY. IF DRAINS ARE INSTALLED, PERIMETER DRAINS AND WINDOW WELL DRAINS SHALL BE TIED TO A LARGE DRY WELL OR FRENCH DRAIN AS DESIGNED AND LOCATED BY GEOTECHNICAL ENGINEER OR CIVIL ENGINEER. PERIMETER DRAINS SHALL BE DESIGNED BY GEOTECHNICAL OR CI VIL ENGINEER AND SHALL BE AT A MINIMUM 4" PERFORATED PIPE WITH 4 INCHES OF PEA GRAVEL AROUND IT AND WRAPPED IN FILTER FABRIC. PERIMETER DRAINS SHALL BE LOCATED ALONG SIDE THE TOP OF EACH BASEMENT FOOTING.GENERAL NOTES:1. THIS PROJECT SHALL COMPLY WITH ALL CURRENT / 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 REQUIR ED INSPECTIONS BY THE BUILDING AND FIRE DEPARTMENTS AND ANY OTHER GOVERNING AUTHOR ITIES 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 S URVEYING 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 HERE IN, SHALL BE PROVIDED BY CONTRACTOR.STRUCTURAL NOTES:1. Seismic De sign Category:Depends on rock profile. Usually D but can be C, refer to geotechnical engineer.2. Ground Snow Load:50 psf 3. Roof Snow Load:35 psf 4. Wind Load:90 mph 5. Live Load:Same as IBC – IRC 6. Frost Depth:36 in (BOTTOM OF ALL FOOTINGS SHALL BE AT OR BELOW FROST DEPTH)7. ALL TRUSSES SHALL BE DESIGNED, ENGI NEERED AND STAMPED BY TRUSS MANUFACTURER.8. ALL SPANS, LOADS, CONNECTIONS AND BRACING SHAL L MEET ALL APPLICABLE CODES AND BE TAKEN FROM FROM ENGINEERED/CERTIFI ED TABLES AND INDUSTRY STANDARDS.9. ALL FLOORS SHALL BE DESIGNED FOR A DEFLECTION OF: L / 360.MECHANICAL NOTES:1. MECHANICAL SYSTEM TO BE GAS-FIRED, FORCE D AIR SYSTEM, SELECTED BY CONTRACTOR / OWNER.2. MECHANICAL SYSTEM, INCLUDING DUCTWORK, SHALL BE SIZED AND DESIGNED BY MECHANICAL CONTRACTOR AND MEET ALL CURRENT MECHANICAL CODES.2015 IRC NOTES:THE BUILDING SHALL CONFORM TO THE 2015 INTERNATI ONAL RESIDENTIAL CODE AND THE 2015 INTERNATIONAL BUILDING CODE (WHEN APPLICABLE). THE GENERAL CONT RACTOR SHALL VERIFY TH E BUILDING CONSTRUCTION CONFORMS TO CODE. IN PARTICULAR, THE FOLLOWING ITEMS SHALL CONFORM TO THE REFERRED SECTION OF THE CODE.1) ALL OUTDOOR INTAKE & EXHAUST OPEN INGS SHALL CONFORM TO SECTION R303.5 2) ALL STAIRWAY (INTERIOR & EX TERIOR) ILLUMINATION SHALL CO NFORM TO SECTION R303.7-R303.8 3) ALL GLAZING SHALL CONFORM TO SECTION R308.4) ALL BASEMENT (WITH HABITABLE SPACE) & EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE & RESCUE OPENING CONFORMING TO SECTION R310.5) ALL STAIR RISER 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) ALL HANDRAILS SHALL CONFORM TO SECTION R311.7.8 7) ALL GUARDS (GUARD RAILS) SHA LL BE MIN. 36" REFER TO SECTIONS R312 8) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS.- IN EACH SLEEPING ROOM - OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS - ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWL SPACES & UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS w/SPLIT LEVELS & w/o AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS. A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJ. LOWER LEVEL PROVIDED THAT THE LOWE R LEVEL IS LESS THAN 1 FULL STORY BELOW UPPER LEVEL.- ALL ALARMS SHALL BE INTERCONNECTED (WHEN ONE ALARMS THEY ALL ALARM) AND HARD WIRED. REFER TO SECTION R314.9) ALL FOAM PLASTIC AND ALL INSULATION SHALL CONFORM TO SECTIONS R316. REFER AND CONFORM TO APPENDIX F FOR RADON CONTROL METHODS AND REQUIREMENTS
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PART OF 2-HOUR FIRE SEPARATION WALL WITH ADJACENT RESIDENCE (CONTRACTOR TO DESIGN/SUBMIT WITH ADJACENT RESIDENCE)
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DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208-7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF 4/3/18 Lot 4, Rexburg, ID 83440 4/3/2018 9:34:18 AM A1.1Charles Place
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FIRST FLOOR PLAN NOTES:1. ALL DIMENSIONS ARE TO EDGE OF FRAMED WALLS, U.N.O.2. ALL INTERIOR WALLS ARE 2X4 FRAMED WALLS, U.N.O. ALL EXTERIOR WALLS ARE 2X6 FRAMED WALLS, U.N.O.3. ALL INTERIOR WALLS TO H AVE FRICTION FIT SOUND BATTS, TYP.4. ALL INTERIOR GYPSUM BOARD IS 5/8", TYP.5. ALL FINISHES, FINISHED WOOD WORK, CASEWORK, TRIM, COLUMNS AND RAILINGS TO BE SELECTED / DESIGNED BY CONTRACTOR.6. FLOORING, WALL AND CEILING FINISHES TO BE SELECTED BY OWNER / CONTRACTOR.7. ALL CASEWORK SIZES, LAUNDR Y WALL DIMENSIONS, ETC. TO BE VERIFIED WITH APPLIANCE DIMENSIONS, TYP.8. ALL PLUMBING FIXTURES LOCATED ON EXTERIOR WALLS SHALL BE PLUMBED FROM THE FLOOR. (NO PLUMBING TO BE LOCATED IN EXTERIOR WALLS, TYP.)9. ALL STAIRS TO BE CODE COMPLIANT - RISERS 7 3/4" MAX. TREADS 10" MIN. (STAIRS SHOWN HAVE 11" TREADS)10. CONTRACTOR TO VERIFY WITH OWNER ALL DOOR AND WINDOW SIZES, ROUGH OPENINGS, LOCATIONS, QUANTITIES, ETC.11. ALL BOTTOM OF HOUSE WALL AND COLULMN FOOTINGS TO BE AT OR BELOW FROST DEPTH PER MADISON COUNTY.12. ALL GRADES ADJACENT TO THE HOUSE ARE TO SLOPE AWAY FROM THE HOUSE 5% MIN.13. COORDINATE THE ELEVATION AND SLOPES OF ALL PATIOS,SIDEWALKS, STEPS AND DRIVEWAYS WITH EXISTING GRADES/TOPOGRAPHY. ALL FLAT WORK IS TO SLOPE 1/4" PER FOOT WHERE POSSIBLE, 1/8" PER FOOT MIN., AWAY FROM THE HOUSE
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PART OF 2-HOUR FIRE SEPARATION WALL WITH ADJACENT RESIDENCE (CONTRACTOR TO DESIGN/SUBMIT WITH ADJACENT RESIDENCE)CL
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ALL EXTERIOR FRAMED WALLS /DORMERS:- TREATED BOTTOM 2X6 PLATE - SIDING (SELECTED BY OWNER /CONTRACTOR)- TYVEK DRAIN WRAP WEATHER BARRIER OR SIMILAR - R10 CONTINUOUS RIGID INSULATION - 1/2" PLYWOOD SHEATHING - 2X6 FRAMING - R20 BATT INSULATION - VAPOR BARRIER - 5/8" GYP. BOARD INSIDEOUTSIDE EDGE OF WALL BELOW 3'-0"OUTSIDE EDGE OF WALL BELOW
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DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208-7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF 4/3/18 Lot 4, Rexburg, ID 83440 4/3/2018 9:34:19 AM A1.2Charles PlaceSECOND FLOOR PLAN NOTES:1. ALL DIMENSIONS ARE TO EDGE OF FRAMED WALLS, U.N.O.2. ALL INTERIOR WALLS AR E 2X4 FRAMED WALLS, U.N.O.3. ALL INTERIOR WALLS TO H AVE FRICTION FIT SOUND BATTS, TYP.4. ALL INTERIOR GYPSUM BOARD IS 5/8", TYP.5. ALL FINISHED WOOD WORK , CASEWORK, TRIM, COLUMNS AND RAILINGS TO BE SELECTED / DESIGNED BY CONTRACTOR.6. FLOORING, WALL AND CEILING FINISHES TO BE SELECTED BY OWNER / CONTRACTOR.7. ALL STAIRS TO BE CODE COMPLIANT - RISERS 7 3/4" MAX. TREADS 10"MIN. (STAIRS SHOWN HAVE 11" TREADS)N
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DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208-7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF 4/3/18 Lot 4, Rexburg, ID 83440 4/3/2018 9:34:20 AM A2.0Charles PlaceROOF PLAN NOTES:1. PROVIDE FLASHING WITH DRIP EDGE ALONG ALL FASCIA, TYP.2. FLASH ALL VALLEYS UP 12" MIN. EACH SIDE, TYP.N
T.O. WALL PLATE - DORMER 18' - 2 1/8"T.O. SLAB - BASEMENT -9' - 2 7/8"T.O. FINISHED FLOOR - 1ST FLR 0' - 0"T.O. FINISHED FLOOR - 2ND FLR 10' - 1"T.O. WALL PLATE - 2ND FLR 14' - 3 13/16"ASPHALT SHINGLE ROOF,SEE ROOF PLAN FASCIA W/FLASHING AND DRIP EDGE
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T.O. RIDGE 22' - 0 23/32"+/-+/-DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208-7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF 4/3/18 Lot 4, Rexburg, ID 83440 4/3/2018 9:34:23 AM A3.0Charles Place
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EXTERIOR ELEVATION NOTES:1. PROVIDE FLASHING WITH DRIP EDGE ALONG ALL FASCIA, TYP.2. ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER /CONTRACTOR.3. SEE ROOF PLAN FOR ALL ROOF SLOPES
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T.O. RIDGE 22' - 0 23/32"PART OF 2-HOUR FIRE SEPARATION WALL WITH ADJACENT RESIDENCE (CONTRACTOR TO DESIGN/SUBMIT WITH ADJACENT RESIDENCE)DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208-7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF 4/3/18 Lot 4, Rexburg, ID 83440 4/3/2018 9:34:25 AM A3.1Charles Place
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