HomeMy WebLinkAboutPLANS - 21-00721 - 1134 Arctic Willow Dr - AdditionSI
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PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:06:44 AM G1.0Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 COVER SHEET
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PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:20:10 AM G1.1Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 RES CHECK
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RES CHECK NOTES 1.BUILDING ENVELOPE AIR TIGHTNESS SHALL BE VISUALLY INSPECTED BY OR PER J.H.A. REQUIREMENTS AND COMPLY WITH OR EXCEED ENERGY CODE REQUIREMENTS. 2.IC -RATED RECESSED LIGHTING FIXTURES SHALL BE SEALED AT HOUSING/I NTERIOR FINISH AND LABELED TO INDICATE ≤2.0 CFM LEAKAGE AT 75 PA.3.AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL OUTDOO R AIR INTAKES AND EXHAUSTS.4.U -FACTORS OF FENESTRATION PRODUCTS SHALL BE DETERMINED IN ACC ORDANCE WITH THE NFRC TEST PROCEDURE OR TAKEN FROM THE DEFAULT TABLE. FENESTRAT ION THAT IS NOT SITE BUILT SHALL BE LISTED AND LABELED AS MEETING AAMA /WDMA/CSA 101/I.S.2/A440 OR SHALL HAVE INFILTRATION RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS.5.FLOOR INSULATION SHALL BE INSTALLED PER MANUFACTURER ’S INSTRUCTIONS, AND IN SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR.6.WALL INSULATION SHALL BE INSTALLED PER MANUFACTURER ’S INSTRUCTIONS.7.CEILING/ATTIC INSULATION INSTALLED PER MANUFACTURER ’S INSTRUCTIONS. BLOWN INSULATION MARKED EVERY 300 FT² IF USED. IF AIR PERMEABLE INSUL ATION IS USED, A BAFFLE ADJACENT TO SOFFIT AND EAVE VENTS THAT EXTEND OVER INSULATION SH ALL BE USED.8.ATTIC ACCESS HATCH AND DOOR INSULATION ≥R -VALUE OF THE ADJACENT ASSEMBLY 9.AIR BARRIER AND THERMAL BARRIER, IF USED, SHALL BE INSTALLED PER MANUFACTURER ’S INSTRUCTIONS.10.A PROTECTIVE COVERING SHALL BE INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND SHALL EXTEND A MINIMUM OF 6 IN. BELOW GRADE.11.ALL INSTALLED INSULATION SHALL BE LABELED OR THE INSTALLED R -VALUES PROVIDED.13.BLOWER DOOR TEST SHALL BE @ 50 PA. <=3 ACH IN CLIMATE ZONE 6 .14.CONTRACTOR SHALL POST COMPLIANCE CERTIFICATE AS REQUIRED.15.ALL LIGHTING AND MECHANICAL SYSTEMS SHALL BE ENERGY CODE COM PLIANT. SYSTEMS SERVING MULTIPLE DWELLING UNITS MUST DEMONSTRATE COMPLIANCE WITH THE IECC COMMERCIAL PROVISIONS.16.HEATING AND COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUAL S BASED ON LOADS CALCULATED PER ACCA MANUAL J OR OTHER METHODS APPROVED BY THE CO DE OFFICIAL.17.IF HVAC PIPING CONVEYING FLUIDS ABOVE 105 ºF OR CHILLED FLUI DS BELOW 55 ºF ARE USED, THEY SHALL BE INSULATED TO ≥R -3.18.PROVIDE PROTECTION OF INSULATION ON ALL HVAC PIPING. HOT WA TER PIPES SHALL BE INSULATED TO ≥R -3.19.SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO ≥R -8. ALL OTHER DUCTS IN UNCONDITIONED SPACES OR OUTSIDE THE BUILDING ENVELOPE ARE INSULATED TO ≥R -6. ALL JOINTS AND SEAMS OF AIR DUCTS, AIR HANDLERS, AND FILTER BOXES SHALL BE SEALED.20.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS.21.DUCT TIGHTNESS TEST SHALL HAVE A RESULT OF <=4 CFM/100 FT2 A CROSS THE SYSTEM OR <=3 CFM/100 FT2 WITHOUT AIR HANDLER @ 25 PA. (FOR ROUGH -IN TESTS, VE RIFICATION MAY NEED TO OCCUR DURING FRAMING INSPECTION, COORDINATE WITH LOCAL JHA/INSPE CTOR).22.AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER SHALL BE AT <=2% OF DESIGN AIR FLOW.23.PROGRAMMABLE THERMOSTATS SHALL BE INSTALLED ON FORCED AIR FU RNACES AND A HEAT PUMP THERMOSTAT SHALL BE INSTALLED ON HEAT PUMPS.24.CIRCULATING SERVICE HOT WATER SYSTEMS SHALL HAVE AUTOMATIC O R ACCESSIBLE MANUAL CONTROLS.25.ALL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED AN D LISTED HVAC EQUIPMENT SHALL MEET EFFICACY AND AIR FLOW LIMITS.26.ALL MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SY STEMS SHALL BE PROVIDED.27.75% OF LAMPS IN PERMANENT FIXTURES OR 75% OF PERMANENT FIXTU RES SHALL HAVE HIGH EFFICACY LAMPS. (DOES NOT APPLY TO LOW -VOLTAGE LIGHTING).28.FUEL GAS LIGHTING SYSTEMS SHALL HAVE NO CONTINUOUS PILOT LIG HT.
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22'-3 3/8"PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:08:04 AM SP1.1Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 SITE PLAN
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PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:04:39 AM A1.1Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 FIRST FLOOR PLAN
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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 HAVE 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, LAUNDRY 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 TH E 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 14. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN -BUILD BY CONTRACTOR PER OWNER. CONTRACTOR TO COORDINATE ALL NEW WORK WITH EXISTING MECHANICAL, PLUMBING AND ELECTRICAL. DOOR SCHEDULE DOOR #
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PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:04:43 AM A2.0Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 ROOF PLANROOF PLAN NOTES:1. PROVIDE FLASHING WITH DRIP EDGE ALONG ALL FASCIA, TYP.2. FLASH ALL VALLEYS UP 12" MIN. EACH SIDE, TYP.
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T.O. FINISHED FLOOR -1ST FLR 0' -0"T.O WALL PLATE -1ST FLR 9' -0 3/8"T.O. FOUNDATION WALL -1' -2 7/8"T.O. SUBFLOOR -1ST FLR -0' -0 3/4"
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PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:05:03 AM A4.0Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 BLDG.SECTS.SECTION NOTES:1. NOT ALL ELEMENTS, FRAMING COMPONENTS, ETC. MAY BE SHOWN, CONTRACTOR TO COORDINATE ALL WORK.2. PROVIDE HEADERS AT ALL WINDOWS AND DOORS AS REQUIRED BY OPENING WIDTH.3. TRUSSES, WHERE USED, SHALL BE DESIGNED, ENGINEERED AND STAMPED BY A LICENSED ENGINEER / TRUSS MANUFACTURER.4. VERIFY ALL ELEVATIONS IN FIELD AND ADJUST PER EXISTING CONDITIONS, TYP.
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PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:05:39 AM A9.0Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 3D VIEWS
PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:06:01 AM A9.1Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 3D VIEWS
PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:06:25 AM A9.2Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 3D VIEWS
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PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:06:37 AM A9.3Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 3D VIEWS
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PRINT DATE / TIME:STEPHEN STUMPF 374 La Rue Ave.,Reno, Nevada +1 201 208 7287 REVISIONS:OWNER: Daniel & Julie Hawkins CONTRACTOR: 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 8/31/2021 7:07:25 AM S1.0Hawkins Residence -Addition & Deck 1134 Articwillow Dr., Rexburg, ID 83440 FOUND.PLAN
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FOUNDATION NOTES:1. ALL SIZES GIVEN BELOW ARE MINIMUM SIZES PER INDUSTRY STANDARDS AND CONTRACTOR SHALL INCREASE SIZES PER GEOTECHNICAL ENGINEER RECOMMENDATIONS, SOILS CONDITION, STRUCTURAL ENGINEERING, 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 SPREAD FOOTINGS ARE 10" X 18" AND CENTERED UNDER FOUNDATION WALLS, U.N.O.5. ALL COLUMN FOOTINGS ARE 10" X 18" X 18" AND CENTERED UNDER COLUMNS, U.N.O.6. ALL CONCRETE FOOTINGS AND FOUNDATIONS SHALL BE STL. REINFORCED PER CODE AND THE TOP 1' OF ALL FOUNDATION WALLS SHALL HAVE (3) #4 BARS PER CITY OF REXBURG REQUIREMENTS.7. FOR OPENINGS IN FOUNDATION WALLS; SUCH AS VENTS, ACCESS DOOR, ETC., CONFIRM WITH STRUCTURAL ENGINEER ON ALLOWABLE PROXIMITY TO CORNERS, SIZE OF STEEL LINTELS REQ., AND ANY IMBEDS REQUIRED FOR VENT AND DOOR ATTACHMENT. 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, UNDISTRUBED 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. DO NOT DISRUPT PERIMETER BASEMENT AND WINDOW WELL DRAIN FUNCTIONS. CRAWL SPACE NOTES:1. REQUIRED VENTILATION PER IBC 1202.4. 1.1: 1 S.F. MIN. PER 150 S.F. OF CRAWL SPACE UNLESS CLASS 1 VAPOR RETARDER IS USED, THEN 1 S.F. PER 1,500 S.F. COORDINATE WITH AHJ FOR LOCAL REQUIREMENTS/OPTIONS.TOTAL CRAWL SPACE S.F.: 260 S.F.VENTILATION REQUIRED: 1S.F. X 1.73 = 1.73 S.F. = 250 SQ.IN.2. CROSS VENTILATION:A.LOUVERED ACCESS DOOR, SIZE: 16" HIGH X 24" WIDE, TYP. NET VENTING AREA = 310 SQ. IN.B.(3) FIXED VENTS, TYP. (WITHIN 3' OF OPPOSITE CORNERS OF ACCESS DOOR)SIZE: 9.5" X 17" TYP. NET VENTING AREA = 50 SQ. IN. EA. TOTAL: 150 SQ. IN. VENTING TOTAL VENTING = 460 SQ. IN.3. PROVIDE VAPOR BARRIER ON UNDERSIDE OF FLOOR STRUCTURE, WITH TAPED SEAMS AND TAPED TO FOUNDATION WALL, SEE FLOOR ASSEMLY. OR USE CLOSED -CELL SPRAY FOAM INSULATION.RADON MITIGATION NOTES:1. RADON MITIGATION ACHIEVED WITH:A. VENTED CRAWL SPACE.B. TAPED/SEALED VAPOR BARRIER ON UNDERSIDE OF FLOOR.TJI / JOISTS NOTES:1. ACTUAL SPAN FROM SILL PLATE TO SILL PLATE IS 15'-2 1/2" RECOMMENDED JOISTS: BCI 6500 1.8 OR GREATER FOR ANTICIPATED LIVE LOAD USE. CONFIRM WITH MANUFACTURER'S ENGINEERED DATA. PROVIDE CONNECTORS AND FASTEN PER MANUFACTURER'S ENGINEERED DATA. 2. ANCHOR TREATED SILL PLATES TO FOUNDATION WALL PER STRUCTURAL OR CITY REQUIREMENTS. COORDINATE WITH CONNECTION OF SIMPSON SHEAR WALL, SEE LATERAL STRUCTURAL ENGINEERING NOTES AND DETAILS. DECK NOTES:1. WOOD DECK ABOVE AND SUPPORTS NOT SHOWN. TYPICAL DECK STRUCTURE BY CONTRACTOR OR DECK SUPPLIER.
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