Amity site plan elevations landscapingREVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:49 PMA0JAKE ELLERRYAN COLSONTITLE PAGE3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 21BACK LEFT2FRONT RIGHT3FRONT LEFTHILLS CENTURY FARMCOMMERCIALLOT 10 BLOCK 2RNR CUSTOM HOMES LLC STRIVES TO HAVE ITS PLANS AS DETAILED AS POSSIBLE AND GIVE ACCURATE AS POSSIBLEREPRESENTATION OF WHAT THE HOUSE AND ITS AMENITIES WILL LOOK LIKE. BUT DUE TO SOFTWARE LIMITATIONS, SOMEITEMS WILL NOT BE AN ACCURATE REPRESENTATION. THEREFORE ALL SELECTION SHEETS WILL ALWAYS OVERRIDE THESEPLANS.TABLE OF CONTENTS:A0 - TITLE PAGEA1 - SITE PLANA1.2- LANDSCAPE PLANA2 - FOUNDATION PLANA3 - MAIN FLOOR PLANA4 - ROOF PLANA4.1 - WALL BRACING PLANA5 - FRONT/BACK ELEVATIONSA5.1 - LEFT/RIGHT ELEVATIONSA6 - ELECTRICAL PLANA7 - DETAIL PAGE
GENERAL NOTESCONTRACTOR TO VERIFY ALL DIMENSIONS,SPECIFICATIONS AND ELEVATIONS PRIOR TOCONSTRUCTION.ALL SETBACKS AND EASEMENTS TO BE VERIFIED BYBUILDING INSPECTOR PRIOR TO POURING OF CONCRETEREPORT ANY ERRORS OMISSION TO WOODHAVEN DESIGNPRIOR TO CONSTRUCTION.ALL PUBLIC UTILITIES ARE AVAILABLE.CONTRACTOR SHALL INSTALL BUILDING NUMBERS INACCORDANCE WITH LOCAL CODE AND UBC PRIOR TOREQUESTING FINAL INSPECTION.SLOPE GRADE AWAY FROM HOUSE MIN 5% FOR 10' IN EACHDIRECTION AND 2% THEREAFTER WHERE POSSIBLE.LEGALLOT 10 BLOCK 2 OF HILLS CENTURY FARM COMMERCIAL SUBDIVISION,MERIDIAN, ADA COUNTY, ADA, IDAHO 83642PARCEL#3636080250DESIGN CRITERIACODE: 2015 IBCASSUMED SOIL BEARING: PER CITY CODESNOW LOAD- GROUND SNOW LOADS 20 PSF ANDALSO DETERMINED BY SECTION 7, OF ASCE 7,HOWEVER THE DESIGN ROOF LOAD SHALL NOT BELESS THAN A UNIFORM SNOW LOAD OF 25 PSFFLOOR LOADS- LIVE LOAD 40 PSF, DEAD LOAD 20PSF/TOTAL 60 PSF FOR ASCE 7, TABLE 4-1 FORCONDITIONS THAT WOULD REQUIRE A GREATERLOADLATERAL LOADS- ASCE 7 AND ADOPTED IBC.GEOTECHNICAL REPORT REQUIREDBASIC WIND SPEED: 115MPH RISK OCCUPANCY 2 ORLESS; 120 MPH FOR RISK OCCUPANCY 3, ORGREATERSOIL PROPERTIES: GEOTECHNICAL REPORTREQUIRED FOR STRUCTURES IN SEISMIC DESIGNFROST DEPTH: 24"WEATHERING: SEVEREEXPOSURE: BTERMITE: SLIGHT TO NONEDECAY: SLIGHT TO NONEWINTER DESIGN TEMPERATURE: 10 DEGREES(F).ANNUAL MEAN TEMPERATURE- 51.1FLOOD PLAIN ORDINANCE: FIRM 2003 IN EFFECT(FLOOD INSURANCE RATE MAPS)AIR FREEZING INDEX: 294 (NATIONAL CLIMATIC DATACENTER)ENERGY STANDARD 2015 IECCTHIS PLAN IS TO BE BUILT USING THEPRESCRIPTIVE ENERGY CODE CLIMATE ZONE 5SEE TABLE R402.1.1 (INSULATION ANDFENESTRATION REQUIREMENTS BY COMPONENT)ROOF LOADS: LIVE LOAD: 25 PSF DEAD LOAD: 17 PSF TOTAL LOAD: 42 PSFFLOOR LOADS: LIVE LOAD: 40 PSF DEAD LOAD: 17 PSF TOTAL LOAD: 47 PSF05'10'20'40'TYP. SCALE: 1/4" = 1'NPLOT PLAN LEGENDBUILDING OUTLINEFENCESTREEET CENTERSITE REQUIREMENTS:ADDRESS: 3809 E AMITY RD.MAXIMUM BUILDING HEIGHT: 35 FTTOTAL LOT SIZE: 145411 SQFTTOTAL COVERED AREA: 3420 SQFTSETBACKS:SIDE: 5' MINIMUMFRONT: 20' MINIMUMBACK: 15' MINIMUM9 1/2" TJI JOIST8/21 BATT INSULATION16"X8" FOOTING6"X24" CONCFOUNDATION WALL7/8" PLYWOOD FLOORINGSINGLE TOP PLATELINE UP JOISTS AND STUDSVAPOR BARRIER9 1/2" HANGARANCHOR BOLT PLACEDEVERY 6' OCGROUND TO SLOPE 5% AWAY FROMFOUNDATION FOR 10' AND 2%THEREAFTERSHOW 6" OF FOUNDATION BETWEENFINISHED FLOOR AND GROUNDSITE SCALE: 1/16" = 1'TYP. GRADE ALL SIDESSLOPE MIN 5% WITHIN 10'OF BUILDING THEN MIN. 2%TO PROPERTY LINETYP. GRADE ALL SIDESSLOPE MIN 5% WITHIN 10'OF BUILDING THEN MIN. 2%TO PROPERTY LINECONCRETE PATIO - SLOPE AWAYFROM BUILDING MIN 1% - 1/8" PER FT42" CONCRETE STOOPAND A/C PAD(50' SETBACK FOR MECHANICAL)CONCRETE SIDEWALKDOWNSPOUTDOWNSPOUT135' - 4 1/2"176' - 0"160' - 1"TO BE BUILT ON EXISTINGBUILDING PADLOADING ZONE3 STALLBICYCLE RACKCONCRETE SIDEWALKCONCRETESIDEWALKEXISTINGCONCRETE1 PARKING STALL PER 300 SQFT. REQUIRED17 SPOTS PROVIDED1 HANDICAP STALL1 LOADING ZONE1 BICYCLE STALL PER 10 REQUIRED PARKING STALLS2 BYCICLE STALLS PROVIDED12' - 4 1/2"6' - 2"12' - 4 1/2"16' - 1"ASPHALTMINIMUM 20' SETBACKMINIMUM 20' SETBACK6' PATHWAY6' PATHWAYBUILDER CONTACTRNR Custom Homes2310 W. SeldoviaKuna, ID 83634(208) 401-4651benricheson1@gmail.comDEVELOPER CONTACTBusterback DevelopmentOwner- Donald R Lawrenz17701 Mitchell NorthIrvine, CA 92614Attention: Edith Christensen(949) 222-2102PERCENTAGE OF SITE DEVOTED TO BUILDING: 14.7%PERCENTAGE OF SITE DEVOTED TO LANSCAPING: 15%PERCENTAGE OF SITE DEVOTED TO PAVING: 44.5%PRESSURIZED IRRIGATION MAINTAINED BY BUILDING OWNERIRRIGATION DISTRICT: NAMPA AND BOISE IRRIGATION DISTRICTPRIMARY IRRIGATION SOURCE: -SECONDARY IRRIGATION SOURCE: -SQUARE FOOTAGE OF LANDSCAPE TO BE IRRIGATED BY CITY WATER: NONESTANDARD PARKING SPOTS: 17HANDICAP PARKING SPOTS: 1HANDICAP LOADING ZONE: 1COMPACT PARKING SPOTS: 0NUMBER OF EMPLOYEES: 10 (EXISTING DENTAL PRACTICE, NEW LOCATION)DRIVE AISLEDRIVE AISLE100' - 0"42' - 6"88' - 0"ASPHAULTHANDICAPHANDICAPFUTURE TRANSFORMER(NOT APART OF THIS PROJECT)AMITY RD.EAGLE RD.0° 44' 38"340.84'NE89° 15' 22"428.10'SE0° 25' 18"337.00'SW89° 46' 03"430.02'NW7' - 0"8' - 0"8' - 0"5' - 0"EXISTINGCONCRETEROOF DRAINAGE TOCONNECT WITH EXISTINGSTORM DRAIN SYSTEMTRASH RECEPTACLEWITH GATESCONCRETE SIDEWALKREVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:49 PM 1/16" =1'-0"A1JAKE ELLERRYAN COLSONSITE PLAN3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 2HILLS CENTURY FARM COMMERCIALLOT 10 BLOCK 2
ABMSMLLMCRBLINWACBACNSDCBRBBROSPBSEHYWGMPHSAUTUMN BLAZE MAPLESENTRY MAPLELACE LEAF MAPLECLUMP RIVER BIRCHLINDENWEEPING ALASKAN CEDARBLUE ATLAS CEDARNORWAY SPRUCEHOOPSI SPRUCEDEODORAH CEDAR (VARIOUS)BARBERRY REDBURNING BUSHRHODODENDRENSPIREABLUE SHAGEUONYMUSHYDRANGEAWINTERGREENMUGO PINEDECIDUOUS SELECTION ALLTREES TO BE 4" OR LARGEREVERGREEN SELECTION ALLTREES TO BE 4" OR LARGERSHRUB SELECTION FRONT AND REARTO HAVE MINIMUM OF 15-20 2 GALLONOR LARGER SHRUB MIXPLANTER BED MATERIALAND BUILDING SIDES3/4 CHIP ROCK WHITE BLEND3/4 ROUND ROCK WHITE BLENDBLACK AND TAN ROCKMEDIUM DECOR ROCKSMALL DECOR ROCKSPRINKLER HEADDRIP HOSE05'10'20'40'TYP. SCALE: 1/4" = 1'NSITE SCALE: 1/16" = 1'NO EXISTING VEGITATIONBARK GROUND COVERLOADING ZONEROROWGWGWGWGWGABMABMSODSODSODSODPERCENTAGE OF SITE DEVOTED TO BUILDING: 14.7%PERCENTAGE OF SITE DEVOTED TO LANSCAPING: 15%PERCENTAGE OF SITE DEVOTED TO PAVING: 44.5%PRESSURIZED IRRIGATION MAINTAINED BY BUILDING OWNERIRRIGATION DISTRICT: NAMPA AND BOISE IRRIGATION DISTRICTPRIMARY IRRIGATION SOURCE: -SECONDARY IRRIGATION SOURCE: -SQUARE FOOTAGE OF LANDSCAPE TO BE IRRIGATED BY CITY WATER: NONESTANDARD PARKING SPOTS: 17HANDICAP PARKING SPOTS: 1HANDICAP LOADING ZONE: 1COMPACT PARKING SPOTS: 0NUMBER OF EMPLOYEES: 10 (EXISTING DENTAL PRACTICE, NEW LOCATION)BUILDER CONTACTRNR Custom Homes2310 W. SeldoviaKuna, ID 83634(208) 401-4651benricheson1@gmail.comDEVELOPER CONTACTBusterback DevelopmentOwner- Donald R Lawrenz17701 Mitchell NorthIrvine, CA 92614Attention: Edith Christensen(949) 222-2102HANDICAPHANDICAPSODSODDOWNSPOUTDOWNSPOUTDOWNSPOUT2 STALLBICYCLE RACKEXISTING CONCRETEEXISTINGCONCRETEASPHAULT6' PATHWAY6' PATHWAYDRIVE AISLEDRIVE AISLEASPHAULTFUTURE TRANSFORMER(NOT APART OF THIS PROJECT)WGWGWGWGWGWGWGWGWGSIDEWALK TBD BY DEVELOPERMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPWGWGWGWGWGWGWGWGWGWGWGWGHYHYHYHYHYHYHSHSCRBCRBCRBHSGENERAL LANDSCAPE NOTES1. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUNDAND OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TOCONSTRUCTION. CALL BEORE DIGGING DIAL 811. PROVIDE ADEQUATEMEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TOREMAIN. REPAIR ULITIES DAMAGED DURING SITE WORK OPERATIONS ATCONTRACTOR'S EXPENSE.2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMANSTANDARDS FOR TYPE AND SIZE SHOWN.3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC MULCH, SUCHAS BARK, SOIL AID, PERMABARK, OR SIMILAR PRODUCTS. USE OF MULCHOR ROCK AS THE ONLY GORUND COVER IN REQUIRED PLANTING AREAS ISPROHIBITED. IF ROCK MULCH IS USED, INSTAL A PERMEABLE FABRIC WEEDBARRIER UNDER ROCK MULCH. IMPERMEABLE PLASTIC WEED BARRIERSARE PROHIBITED.GENERAL IRRIGATION NOTES1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENTPRESSURIZED IRRIGATION SYSTEM.2. COVERAGE: THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONEHUNDRED PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING ORTRIANGULAR SPACING AS APPOPRIATE3. MATCHED PRECEPITATION RATES: SPRINKLER HEAD SHALL HAVE MATCHEDPRECIPITATION RATES WITH EACH CONTROL VALVE.4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHERHIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ONTHE SPERATE ZONE OR DISTRICT FROM THOSE IRRIGATIING TREES, SHRUBS,OR OTHER REDUCED WATER DEMAND AREAS.5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCEOVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS,DRIVEWAYS, AND PARKING AREAS.TURFFINISH GRADEMULCH AT PLANTER BEDSTOP SOILCUT EDGE30°75°4"8"N.T.S.REMOVE DEAD/DAMAGED BRANCHESAND PRUNE TO INTERNATIONAL SOCIETYOF ARBORICULTURE STANDARDS:IMPROPERLY PRUNED TREES (ASDETERMINED BY THE LANSCAPEARCHITECT) SHALL BE REMOVED ANDREPLACEDTRUNK FLARE. LOCATE PRIORTO PLANTING. FLARE SHALL BEVISIBLE AFTER PLANTING.MULCH PER PLAN KEEP 1"-2"AWAY FROM TRUNK FLAREFINISH GRADE3" HT. WATERING BASIN BERMFERTILIZER TABLETSFOLD BACK BURLAP FROMTOP 2/3 OF ROOTBALL.REMOVE WIRE BASKET.BACKFILL SOIL MIX GENTLY PACK BACKFILLUSING WATER TO SETTLE SOIL AROUNDROOTBALLROOTBALL ON UNDISTURBED SOIL3"3"ROOTBALLDEPTHPIT SHALL BE A MIN. 2 TIMESWIDER THAN ROOTBALL ATBASE AND A MIN. 3 TIMESWIDER THAN ROOTBALL ATFINISH GRADE. DEPTH SHALLBE SAME AS THE ROOTBALL8" MINROOT-BALLWIDTHPLANTING PIT8" MINNOTES: THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES AREPLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR.ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTYPERIOD.N.T.S.CL 125 1/2" PVC LENGTH AS REQUIREDTURNBUCKLETRUNK FLARE LOCATE PRIOR TOPLANTING FLARE SHALL BE VISIBLEAFTER PLANTINGMULCH PER PLAN KEEP 1"-2" AWAYFROM TRUNK FLARESAFETY FLAGGING6" WATER RETENTION BASIN2-STRAND 14 GAUGE GALV. WIREDEADMANFERTILIZER TABLETS 2"-6" DEPTHFOLD BACK BURLAP FROM TOP 2/3 OFROOT BALL. REMOVE WIRE BASKETBACKFILL SOIL MIX GENTLY PACKBACKFILL USING WATER TOSETTLE SOIL AROUND ROOTBALLROOTBALL ON UNDISTURBED SOILPIT SHALL BE A MIN. 2 TIMESWIDER THAN ROOTBALL ATBASE AND A MIN. 3 TIMESWIDER THAN ROOTBALL ATFINISH GRADE. DEPTH SHALLBE SAME AS THE ROOTBALL1/3TREEHEIGHT6"ROOTBALLDEPTH12" MIN6"MINROOT-BALLWIDTH6"MINPLANTING PIT1 2 0 .0 0 °120.00°120.00°14 GAUGE WIRE4"X4"X24"DEADMANNOTES: THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES AREPLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR.ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTYPERIOD.N.T.S.REVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:49 PMAsindicatedA1.2JAKE ELLERRYAN COLSONLANDSCAPE PLAN3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 2HILLS CENTURY FARM COMMERCIALLOT 10 BLOCK 2 1/4" = 1'-0"SHOVEL CUT 1/4" = 1'-0"2DECIDUOUS TREE PLANTING ANDSTAKING DETAIL 1/4" = 1'-0"3CONIFEROUS TREE PLANTING ANDGUYING DETAIL
2' - 0"CONCENTRYHATCH = #4 DOWELS @24"oc TO FND WALLCRAWL SPACEACCESS 24"X36"CRAWL SPACECAVENTILATION NOTESCRAWL SPACE:1. Provide under floor ventilation of not less than 1 sq. ft. for each 150 sq.ft. of under floor area.FOUNDATION NOTES:1. Assume minimum soil bearing value of 1500 psf, sandy loam and clay.Other conditions may require special provisions in foundation. design andconstruction. The contractor shall be required to verify as required prior toconstruction.2. All foundation walls and footings shall be continuous solid concrete perthe current IRC. The mix proportion shall give a minimum 28 daycompressive strength of 2500 PSI.3. Foundation plates and sills shall be 2x heart redwood or approvedpressure-treated with 1/2" diameter anchor bolts minimum embedded 7"into concrete and spaced maximum 72"oc for single story and 48"oc fortwo story and maximum 12" off corners or joints. Set sill plates on anapproved sill sealer as required.4. For conditioned and unconditioned crawl spaces insulation to bedetermined by energy calculations.•CONDITIONED CRAWL: Vapor barrier must cover all concrete,and insulation is applied to foundation wall.•UNCONDITIONED CRAWL: Vapor barrier must cover footing, andinsulation is to be installed in between floor joists.5. All exposed earth at crawl space shall be covered with a .006 visqueenvapor barrier ground cover as required.6. All wood within 1 inch of any concrete or withing 6 inches of anyexposed earth shall be of approved treated wood or approved redwood.7. The minimum clearance of floor joists to earth below shall be 18 inches,12 inches at girders, if approved treated wood is used, clearances maybeless. See plans and notes.8. Provide an 18"x24" minimum access to all accessible under floorareas, see plans.IN CRAWL SPACE:1. 2X4 Pony walls with studs at 24" oc to match TJIs on 16" x 8"continuous concrete footings.2. 7/8" T&G floor decking on 9 1/2 TJI/IIO floor joists @ 24" oc, glue andnail decking to joists.LEGEND:BRACED WALL LOCATION:BEARING WALL:FOOTING:ACCESS OPENING:FOUNDATION VENT:POST FOR GIRDER:CAPA7ROLL BLOCK FORBEARING4" CONC SLAB ON 4"COMP GRAVEL FILL ONCOMP EARTH SLOPEAWAY FROM HOUSE MIN1% (1/8" PER FT)EXTEND FLAT WORK 4"PAST EDGE OFFOUNDATION OR COLUMNSTART JOIST LAYOUT HEREROLL BLOCK FORBEARINGCACACACACACACACACACACACACACACACACACACACACA10' - 3"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"8' - 3"8' - 10 1/2"9' - 6"9' - 6"7' - 10 1/2"8' - 3"8' - 3"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"10' - 3"8' - 3"9' - 6"9' - 6"9' - 6"7' - 3"7' - 3"9' - 6"9' - 6"9' - 6"8' - 3"8' - 3"9' - 6"9' - 6"9' - 6"7' - 3"PPP1' - 6"6' - 0"6' - 0"A7A7A72316HATCH = #4 DOWELS @24"oc TO FND WALLCRAWL SPACEACCESS11' - 10 1/2"20' - 3"11' - 10 1/2"67' - 6"66' - 0"1' - 6"66' - 0"17' - 5 1/2"20' - 6"15' - 4 1/2"12' - 8"1' - 6"67' - 6"4' - 0"11' - 4 1/2"22' - 0"NOTE: SEE SITE PLAN FOR FLATWORK LOCATION AND DETAILS5 TON FURNACE IN CRAWL5 TON FURNACE IN CRAWLREVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:50 PM 1/4" = 1'-0"A2JAKE ELLERRYAN COLSONFOUNDATION PLAN3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 2
10' - 10 1/2"10' - 5"10' - 5"10' - 7"8' - 3 1/2"15' - 5"12' - 0 1/2"4' - 9 1/2"10' - 5"10' - 5"10' - 5"10' - 5"7' - 6"17' - 5 1/2"48' - 6 1/2"6' - 9"12' - 6"4' - 6"7' - 2"2' - 5"3' - 6"2' - 8 1/2"9' - 3"4' - 6"10' - 6"0' - 3"3' - 0"4' - 0"6' - 4"4' - 0"6' - 4"4' - 0"6' - 4"3' - 10 1/2"3' - 0"0' - 3"0' - 3"3' - 0"3' - 11"6' - 4"4' - 0"6' - 4"4' - 0"6' - 4"3' - 11 1/2"3' - 0"0' - 3"6' - 6"4' - 6"5' - 10"6' - 6"6' - 7"7' - 0 1/2"9' - 3"5' - 4 1/2"9' - 4"8' - 3"2' - 0"7' - 10"5' - 11 1/2"3' - 1 1/2"4' - 6"4' - 6"4' - 0 1/2"8' - 3 1/2"12' - 8 1/2"MECH.OPERATORY#8OPERATORY#7OPERATORY#6OPERATORY#5OPERATORY#4OPERATORY#3OPERATORY#2OPERATORY#1PANORESTROOMLABIT CLOSETWAITING ROOMSTERILIZATIONOPERATORY#9RECEPTIONDR PERSONAL BATHDR OFFICESTAFF LOUNGEADA RESTROOMSTORAGE3' - 9 1/4"3' - 6"3' - 7 1/4"10' - 5"3' - 3 3/4"3' - 6"3' - 7 1/4"3' - 3 3/4"3' - 6"3' - 9 1/4"8' - 3 1/2"5' - 8 3/4"3' - 6"6' - 2 1/4"5' - 7"1' - 11"1' - 7"3' - 6"3' - 7 1/4"3' - 3 3/4"3' - 6"3' - 7 1/4"3' - 3 3/4"3' - 6"9' - 3"3' - 6"9' - 3"3' - 11 1/2"4' - 4"6' - 2"3' - 6"2' - 0"4' - 4"2' - 0"STACKABLEELE. PANEL2' - 3"FULL GLASS3' - 6"11' - 1"3' - 11"3' - 5"3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3-03-03-03-03-03-03-03-010' - 2"4' - 6 1/2"4' - 0"2' - 8"3' - 6"3-63-05-0 DBL BARN DOORSELECTION SHEETS ALWAYSOVERRIDE PLANS, PICTURESON PLAN ARE NOT A TRUEREPRESENTATION OFSELECTIONS10' WALL HEIGHT AND8' DOOR HEIGHT TOBE CONFIRMED BYBUILDERNOTES:AREAMAIN FLOOR: 3420 SQFT4' - 0 1/2"6' - 6"4' - 2 1/2"46' - 3"44' - 0"2' - 3"3' - 5 1/2"3' - 6"3' - 0"3' - 5 1/2"3' - 6"3' - 6"2' - 2 1/4"12' - 2 1/2"4' - 0"7' - 4 1/2"4' - 0"12' - 8"2' - 3"3' - 6"6' - 7 1/2"8' - 3 1/2"22' - 0"6' - 11 3/4"3' - 6"6' - 11 3/4"12' - 6"66' - 0"5' - 7"3' - 6"2' - 11 1/2"6' - 6"6' - 6"4' - 0"4' - 0"4' - 0"6' - 6"4' - 0"6' - 6"4' - 0"4' - 0"5' - 7"7' - 10"5' - 1 1/2"8' - 2"66' - 0"PPPPPPPPPPPP2' - 6"2' - 0"36" OPENING68" OPENING3-0ADA SINKCRAWL SPACEACCESSATTIC ACCESSOBS2' - 6"3-0CRAWL SPACEACCESS 24"X36"CRAWL SPACEACCESS 24"X36"MAIN ENTRANCEEMPLOYEEENTRANCE3' - 6"14' - 1 1/4"2' - 0"14' - 10 3/4"3' - 6"2' - 0"66' - 0"5' - 2 1/2"16' - 9 3/4"16' - 9 1/4"5' - 2 1/2"4' - 0"5' - 0 3/4"5' - 0 3/4"3-03-03050FX3050FX14' - 2 1/2"4' - 0"4' - 10 3/4"16' - 11"4' - 10 3/4"4' - 0"17' - 1"REVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:50 PM 1/4" = 1'-0"A3JAKE ELLERRYAN COLSONMAIN FLOOR PLAN3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 2
ROOF PLAN GENERAL NOTESTYP HDR HEIGHT IS 6'11" AFFOR AS CALLED OUT PERPLANS.FRONT/ BACK PITCHES ARE5/12LEFT/RIGHT PITCHES ARE 7/12UNLESS OTHERWISE NOTED.VERIFY ROOF PLAN WITHTRUSS MFR SHOP DRAWINGSPRIOR TO CONSTRUCTIONLEGEND:DOTTED LINE INDICATESCOFFORD CEILINGH1 = 4X8 HEADERH2 = 4X10 HEADERH3 = 9 1/2 (2) PLY MICROH4 = 11 7/8 (2) PLY MICROH = HANGER NEEDEDP = POST FOR GIRDERVENTILATION CALCULATIONS:Attic Size = 5147 SqFtRequired Venting 5147/300= 17.16 SqFt (2472 SqIn.)2472Sq In x 40%=988.8 sq In of Roof Vent988.8/61=16.21 17 roof vents @ 61 sq.inches = 1037 sq in. 23 16"x8" soffit vents @ 65 sq in. =1495 sq in.Soffit vents to be distributed evenly on each side ofthe house. Roof vents are to be located within 3' ofthe ridgeNOTE: These calculations are guidelines only. Aliscensed contracter may change these calculationsas long as they follow best practices and provide therequired attic ventilation.ATTIC SPACE:1. Provide attic ventilation of not less than1 sq. ft. for each 300 sq ft of attic area with roof,gable and/or ridge vents at 3ft minimum aboveeave vents. Note roof vents must equal morethan 40% but less than 50% of the total venting.2. Provide 16"x8" screened soffit vents ateaves @ 96"oc or if preferred, a continuous 2"screened soffit vent.REVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:50 PM 1/4" = 1'-0"A4JAKE ELLERRYAN COLSONROOF PLAN3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 2
MAIN FLOOR PLAN0' - 0"T.O. PARAPET16' - 3"FOUNDATIONPLAN-2' - 2 3/8"T.O. FOUNDATION-0' - 2 3/8"FIRST FLR T.P.10' - 1 1/8"1123050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FXTOP OF BUILDING20' - 3"MAIN FLOOR PLAN0' - 0"T.O. PARAPET16' - 3"FOUNDATIONPLAN-2' - 2 3/8"T.O. FOUNDATION-0' - 2 3/8"FIRST FLR T.P.10' - 1 1/8"112BRICK CAP8" TRIM BAND6" TRIM BANDBOARD AND BATT SIDING8" LAP SIDING AS SPECBRICK3050FX3050FX3050FX3050FX3050FX3050FX3050FXTOP OF BUILDING20' - 3"TOP OF BUILDING20' - 3"TOP OF BUILDING20' - 3"REVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:54 PMAsindicatedA5JAKE ELLERRYAN COLSONFRONT/BACK ELEV3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 2 1/4" = 1'-0"1FRONT ELEVATION 1/4" = 1'-0"2BACK ELEVATION
MAIN FLOOR PLAN0' - 0"T.O. PARAPET16' - 3"T.O. FOUNDATION-0' - 2 3/8"FIRST FLR T.P.10' - 1 1/8"1123050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3A1.22A1.2MAIN FLOOR PLAN0' - 0"T.O. PARAPET16' - 3"FOUNDATIONPLAN-2' - 2 3/8"T.O. FOUNDATION-0' - 2 3/8"FIRST FLR T.P.10' - 1 1/8"1123050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3050FX3A1.22A1.2TOP OF BUILDING20' - 3"TOP OF BUILDING20' - 3"REVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:58 PMAsindicatedA5.1JAKE ELLERRYAN COLSONLEFT/RIGHT ELEV3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 2 1/4" = 1'-0"1LEFT ELEVATION 1/4" = 1'-0"2RIGHT ELEVATION
GENERAL ELECTRICNOTESALL FIXTURES, FINISHHARDWARE, &WINDOW FINISHLOCATIONS MUST BECONFIRMED BYBUILDER WHICH CANEFFECT YOUR COSTALLOWANCES. THEW0SHEETROCK WRAP WINDOWW1WOOD WRAPPED WINDOW BOT ONLYPASS THROUGH KNOBPTTPDPW4HSDSWOOD WRAPPED WINDOWSOUND BARRIERHINGE STOPDOOR STOPTOILET ROLLDUMMY KNOBPRIVACY KNOBALLOWANCES ORBUDGETS OVER RIDETHE PLANS. THESEPLANS ARE A GUIDEAND ARE ONLYSUGGESTIONS.OUTDOOR SCONCE LIGHTDBKEYED KNOB W/ DEADBOLTCCUSTOM DOOR HANDLEPER ALLOWANCEDS43GFITVTWP110V CEILING LIGHT FIXTURE110V CHANDELIER LIGHT FIXTURE110V RECESSED LIGHT FIXTUREWEATHERPROOF OUTLETSWITCHED OUTLET110V DUPLEX RECEPTACLE110V DUPLEX RECEPTACLE W/GROUND FAULT INTERRUPTERFOUR-WAY SWITCHTHREE-WAY SWITCHDIMMER SWITCHSINGLE POLE SWITCH110V WALL-WASH SCONCE2x4 FLUORESCENT FIXTURECEILING FAN W/ LIGHTTELEVISION JACKTELEPHONE JACKDESCRIPTIONSYMBOLELEC/FINISH SYMBOL LEGEND110V DUPLEX RECEPTACLE(FLOOR MOUNT)SDSMOKE DETECTOREXHAUST FAN220V RECEPTACLEPENDANT LIGHT FIXTUREEXHAUST FAN w/ LIGHTEXTERIOR WALL MOUNT FIXTURE110V BATHROOM SCONCELAMP POSTUNDER COUNTER LIGHTING110V SINGLE RECEPTACLE(FLOOR MOUNT)110V SINGLE RECEPTACLEGFI
GFI33 3333GFIWP
3
W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0W0DBPPPPPPPTPTPPTDSDSDSDSDSDSDSDSDEXTERIOR LIGHTEXTERIOR LIGHTEXTERIOR LIGHTEXTERIOR LIGHTEXTERIOR LIGHTEXTERIOR LIGHTCANSPOTLIGHTCABLE SPARKLIGHTPOWER METERGAS METERA1- 36-1/2" TO CENTERA2- 62" ABOVE FLOORA3- 90" ABOVE FLOORC- CEILING PLUGM1- 20-1/2" TO CENTERA1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A2A1W1A1A1A1A3A3A1220W0CCCCCCCCREVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:59 PM 1/4" = 1'-0"A6JAKE ELLERRYAN COLSONELECTRICAL/FINISHPLAN3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 2
10'10'25'38'38'44'27'22'10'REVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:59 PM 1/4" = 1'-0"A6.1AuthorCheckerLIFE SAFETY EGRESS3809 E AMITY RD.HILLS CENTURY FARMCOMM.LOT 10 BLOCK 2
9 1/2" TJI2X BLOCKINGDOUBLE PONYWALLHOLD FLOOR JOISTDOWN 2"VAPOR BARRIER9 1/2" TJI2X BLOCKINGDOUBLE PONYWALLHOLD FLOOR JOISTDOWN 2"FOUNDATIONWALL16" X 8" FOOTINGVAPOR BARRIERSUNKEN SHOWER DETAILSUNKEN SHOWER UP TO FOUNDATIONCONEIN SHEARREBARONE #4MAXIMUMCLEAR SPAN17"PORTIONNAILEDExtent of header with double portal frames(two braced wall panels)Extent of header with single portal frame(one braced wall panel)2'-18" finished width of openingfor single or double portalFasten sheathing to header with 8dcommon or galvanized box nails in 3"grid pattern as shownHeader to jack-stud strap per TableR602.10.6.4 on both sides of openingopposite side of sheathingTension strap per TableR602.10.6.4 (on oppositeside of sheathing)If needed, panel spliceedges shall occur over andbe nailed to commonblocking within middle 24"of wall mid-height. One rowof 3" o.c. nailing is requiredin each panel edgeFasten top plate to headerwith two rows of 16d sinkernails at 3" o.c. typ.Min. 3/8" wood structuralpanel sheathingTypical portal frameconstructionMin. double 2x4 post (kingand jack stud). Number ofjack studs per TablesR502.5(1) & (2).Min. 1000 lb hold-downdevice (embedded intoconcrete and nailed intoframing)Min. reinforcing of foundation, one #4 bar top and bottom of footing. Lap bars 15" minimumMin. footing size under opening is 12" x 12". A turned-down slab shall be permitted atdoor openings.Min. (1) 5/8" diameter anchor bolt installed per Section R403.1.6 - with 2" x 2" x 3/16" plate washerPony wallheight12' Max total wall height10' Max heightMin. double 2x4 framing covered withmin. 3/8" thick wood structural panelsheathing with 8d common orgalvanized box nails at 3" o.c. in allframing (studs, blocking, and sills) typ.Min. length of panel per Table R602.10.5Min. (2)4200 lb strap-type hold-down(embedded into concrete and nailedinto framing)Min. 3" x 11-1/4" net headerSteel header prohibitedFIGURE R602.10.6.2 2012 IRCMETHOD PFH PORTAL FRAME WITHHOLD-DOWNSExtent of header with double portal frames(two braced wall panels)Extent of header with single portal frame(one braced wall panel)2'-18" finished width of openingfor single or double portalFasten sheathing to header with 8dcommon or galvanized box nails in 3"grid pattern as shownHeader to jack-stud strap per TableR602.10.6.4 on both sides of openingopposite side of sheathingTension strap per TableR602.10.6.4 (on oppositeside of sheathing)If needed, panelsplice edges shalloccur over and benailed to commonblocking within 24" ofthe wall mid-height.One row of 3" o.c.nailing is required ineach panel edgeFasten top plate toheader with tworows of 16d sinkernails at 3" o.c. typ.Typical portal frameconstructionMin. double 2x4 post(king and jack stud).Number of jack studsper Tables R502.5(1)& (2)Braced wall line continuouslysheathed with wood structuralpanels in accordance withIRC Section R602.10.4.2Anchor bolts per Section R403.1.6Min. (2) 1/2" diameter anchor boltsinstalled per Section R403.1.6 -with 2" x 2" x 3/16" plate washerPony wallheight12' Max total wall height10' Max heightMin. double 2x4 framing covered withmin. 7/16" thick wood structural panelsheathing with 8d common orgalvanized box nails at 3" o.c. in framing(studs, blocking and sills) as shown, typ.Min. length of panel per Table R602.10.5Min. 3" x 11-1/4" net headerSteel header prohibitedOVER CONCRETE OR MASONRY BLOCK FOUNDATIONMin. 7/16" woodstructural panelsheathingFRONT ELEVATIONFIGURE R602.10.6.4 2012 IRCMETHOD CS-PF - CONTINUOUSLY SHEATHEDPORTAL FRAME9 1/2" TJI JOIST16"X8" FOOTING6"X24" CONC FOUNDATION WALL7/8" PLYWOOD FLOORINGVAPOR BARRIER9 1/2" HANGARANCHOR BOLTPLACEDEVERY 6' OC1/2" GYPSUM BOARD.ATTIC INSULATION: Blown WherepossibleCEILING JOIST: 2' O.C.CEILING FINISH: 1/2" SheetrockDOUBLE 2 x 6 TOP PLATE1/2" GYPSUM BOARD5 1/2" R-21 KRAFTFACEDBATT INSULATION5 1/2" R-21 KRAFTFACEDBATT INSULATION2 x 6 BOTTOM PLATE2 x 6 PRECUT STUDS @ 16" O.C7/16" OSB PANELSIDING (DEPENDENT ONHOMEOWNER/BUILDERSELECTIONPITCH: Per PlanROOFING MATERIAL: 30 YearLaminatedShingle/Homeowner SelectionROOFING PAPER: 15 Pound FeltROOF DECKING: 7/16" OSB NominalRAFTER SYSTEM: Engineered TrussICE & WATER SHIELD: Per CodeDRIP EDGE: MetalGUTTERS: Per SpecsSUB FASCIA: 2" x 6"/Per PlanFASCIA: 8"OVERHANG: 16"/Per PlanSOFFIT: 16"/Per Plan2X4" NAILERTYPICAL WALL SECTION DETAILDECK ATTACHMENT FOR LATERAL LOADS2" MINSHEATHINGSIDINGFLASHING FOR WATER TIGHTNESSAPPROVED JOIST HANGERS2X LEDGER WITHFASTENERSIN ACCORDANCE WITHTABLE R507.2HOLD-DOWN DEVICE MIN 750LB CAPACITYAT 4 LOCATIONS. EVENLY DISTRIBUTEDALONG DECK AND ONE WITHIN 24" OFEACH END OF THE LEDGER. HOLD-DOWNDEVICES SHALL FULLY ENGAGE DECKJOIST PER HOLD-DOWN MANUFACTURERFLOOR JOISTSFLOOR FINISH7/8" PLYWOOD FLOORINGPRESSURE TREATED 2X4SINGLE TOP PLATE, LINEUP FLOOR JOISTS AND STUDS2X4 PONY WALLVAPOR BARRIER16"X8" FOOTING9 1/2" TJI FLOOR JOISTROLLBLOCK 9 1/2" TJIBETWEEN JOISTS3 16d @ 16" O.C ALONGBRACED WALL PANELBRACED WALL SECTION DETAIL 3FLOOR FINISH7/8" PLYWOOD FLOORING9 1/2" TJI FLOOR JOIST9 1/2" TJI ONLY IF ROLLBLOCKING BETWEEN TJI'S3 16d @ 16" O.C ALONGBRACED WALL PANELBRACED WALL SECTION DETAIL9 1/2" TJI JOIST8/21 BATT INSULATION16"X8" FOOTING6"X24" CONCFOUNDATIONWALL7/8" PLYWOOD FLOORINGSINGLE TOP PLATELINE UP JOISTS ANDSTUDSVAPOR BARRIER9 1/2" HANGARANCHOR BOLTPLACEDEVERY 6' OC4" CONCRETE SLAB#4 DOWELS @ 24"OC9 1/2" TJI JOIST8/21 BATT INSULATION16"X8" FOOTING6"X24" CONCFOUNDATIONWALL7/8" PLYWOOD FLOORINGSINGLE TOP PLATELINE UP JOISTS ANDSTUDSVAPOR BARRIER9 1/2" HANGARANCHOR BOLTPLACEDEVERY 6' OCGROUND TO SLOPE 5%AWAY FROMFOUNDATIONFOR 10' AND 2% THEREAFTERSHOW 6" OFFOUNDATIONBETWEEN FINISHEDFLOOR AND GROUNDFLOOR FINISH7/8" PLYWOOD FLOORINGPRESSURE TREATED 2X4SINGLE TOP PLATE, LINEUP FLOOR JOISTS ANDSTUDSAS PER CODE R602.3.22X4 PONY WALLVAPOR BARRIER16"X8" FOOTING9 1/2" TJI FLOOR JOISTPONY WALL SECTION DETAIL1/2" MIN. FROMCORNERSIMPSON STRONG-TIESTHD14RJRIM JOIST INSTALLATION12" MIN.REBARLENGTH30" MIN. REBARLENGTHSIMPSON STRONG-TIESTHD EDGE INSTALLATION2X EMBEDMENT LENGTH12" MIN REBARLENGTH#1#2#3#4#5#7#8#9A FULLY THREADED 3/4" DIAMETERLAG SCREW PREDRILLED W/MIN. 3"PENETRATION TO CENTER OF TOPPLATE, STUDS, OR HEADER#10#11REVISIONS:SHEET NUMBERDRAWN BYCHECKED BYSCALE4/6/20217:43:59 PM 3/8" = 1'-0"A7JEREMYRAYBOURNRYAN COLSONDETAIL PAGE3809 E AMITY RD.HILLS CENTURY FARM COMM.LOT 10 BLOCK 2