HomeMy WebLinkAboutPLANS - 21-00682 - 1197 Torrey Ln - New SFRCRIPTIONDATE:8/27/2021General Notes1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCadDi Silit t Ahitt All DtilPg 1GENERAL NOTES THE FOLLOWING INFORMATION ARE FOR CODE COMPLIANCE. ANY LOCAL CODES, SPECIFICATION BY AN ENGINEER OR ARCHITECT SUPERSEDE THIS INFORMATION. 1 HEATING AND COOLING EQUIPMENT AND APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS IN THE 2015 IRC CHAPTER 14. 2 CLOTHES DRYER TO BE EXHAUSTED IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT LENGTH AND INSTALLATION TO MEET THE REQUIREMENTS IN 2015 IRC SECTION M1502. 3 DWELLING UNIT BEDROOMS FOR ALL 125- VOLT BRANCH CIRCUITS FOR 15 & 20 AMP RECEPTACLE OUTLETS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER. 4 A 22 " X 30" ATTIC SPACE ACCESS POINT IS REQ'D. IF THE PLANS DO NOT SPECIFY A LOCATION, THE CONTRACTOR IS TO LOCATE IT. (2015 IRC R807.1) 5 A 18" X 24" CRAWLSPACE ACCESS POINT IS REQ'D IF A CRAWLSPACE EXISTS. IF THE PLANS DO NOT SPECIFY A LOCATION THE CONTRACTOR IS TO LOCATE IT. (REFERENCE 2015 IRC, R408.4) 6 BUILDINGS WITH A CRAWL SPACE SHALL HAVE FOUNDATION VENTS THAT COMPLY WITH SECTION R408 OF THE 2015 IRC 7 PROVIDE FLOOR AND/ OR LANDING ON EACH SIDE OF EXTERIOR DOORS. THE WIDTH OF THE LANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY OR DOOR SERVED. MINIMUM OF 36" IN THE DIRECTION OF TRAVEL IS REQUIRED. A STEP OF 7 3/4" IS ALLOWED AT NON- EGRESS EXTERIOR DOORS PROVIDED THE DOOR DOES NOT SWING OVER THE STEP. (REFERENCE 2015 IRC R311.3) 8 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL AT A MINIMUM OF 6" WITHIN THE FIRST 10 FEET (R401.3) 9 BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. (2015 IRC R404.1.7) 10 FLASHING SHALL BE INSTALLED IN SUCH A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. (R903.2) 11 AN ICE BARRIER CONSISTING OF AT LEAST TWO LAYERS UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. (R905.2.7.1) 12 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. HABITABLE ROOMS ABOVE THE GARAGE SHALL HAVE A MIN. OF 5/8" TYPE X GYPSUM BOARD. (REFERENCE IRC R302.6)MINIMUM INSULATION R-VALUE (CLIMATE ZONE 6) CEILING R-49 WALLS R-20+5/13+10 FLOORS R-30 BASEMENT R-15/20 (SEE 2015 IRC TABLE N1102.1.1)MINIMUM SIZE OF CONCRETE FOOTINGS LOAD BEARING VALUE OF SOIL = 2000 PSF FOUNDATION WALL FOOTING WIDTH HEIGHT DEPTH WIDTH REINF. 6" OR 8" 4'-0" 8 16" (2) #4 8" 8'-0 10" 20" (3) #4 TYPICAL INTERIOR WALL REFERENCE IRC-2015 SECTION R601-R610. 2X4 STUDS FRAMED @ 16" O.C. WITH (2) 2X4 TOP PLATES WITH (1) 2X4 BOT. PLATE WITH 1/2" DRYWALL BOTH SIDES TAPED AND PREPPED FOR INTERIOR FINISHESPOST AN1 FOUND12" DIA CCONCRE(CONTR TO CON2 EXTER A 2X10 B 2X10 C 2X10 CO D 2X T (SE E DECK RAILING SYSTEM IF PRESENT SHALL MEET CURRENT BUILDING CODES FOR VERT AND HORIZ LOADING. 3 ROOF SYSTEM: A RAFTERS OVER BEAM B 4X4 POST WITH SIMPSON POST CAP & POST STIRRUP (OR EQUAL) CONTRACTOR TO VERIFY WITH OWNER PRIOR TO CONSTRUCTION LOCATION OF ALL DECK LOCATIONS, IF ANY. CONTRACTOR TO PROVIDE DETAILS ON ALL ASPECTS OF ANY INCLUDED DECK SYSTEM, AND LOCATION OF REQUIRED BEARING SYSTEM. ABOVE IS PROVIDED AS "TYPICAL" CONSTRUCTION INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30" ABOVE LEVEL BELOW. 4 GUARD HEIGHT SHALL NOT BE LESS THAN 36". 5 GUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. 6 TRIANGLE OPENING FORMED BY THE RAISER, TREAD AND BOTTOM RAIL SHALL BE SUCH THAT A SPHERE 6" DIAMETER CANNOT PASS THROUGH. 7 GUARD RAIL SHALL NOT BE CONSTRUCTED WITH HORIZONTAL RAILS OR OTHER ORNAMENTAL PATTERN THAT RESULTS IN A LADDER EFFECT. 8 HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION OF 1 1/4" MIN. - 2 " MAX. OR EQUIVALENT. 9 IF HANDRAIL IS NOT CIRCULAR, SEE SECTION R311.7.8.3 FOR GRIP SIZE OPTIONS. (REFERENCE 2015 IRC R311 & R312) 1 ALL ELECT2 ALL FIXTUR3 METER BA ELECTRICA4 MAIN PANE DETERMINTHESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF RIVER BEND DRAFTING AND DESIGN,DEVELOPED FOR THE EXCLUSIVE USE OF TWEBB USE OF THESETHESE DRAWINGS AND SPECIFICATIONS CONSTITUTE A BUILDER'S SET. THEY ARE NOT COMPLETE IN DETAIL AND WILL REQUIRE COORDINATION BY OWNER AND CONTRACTOR TO ADDRESS CONSTRUCTION ISSUES AND DECISIONS PENDING AT ISSUANCE OF DRAWINGS.
FRONT ELEVATIONBACK ELEVATIONREVISION TABLENUMBER DATE REVISED BY DESCRIPTIONDRAWINGS PROVIDED BY:DATE:River Bend Drafting and DesignElise Shurtliff 208-557-3621Elise@riverbendhouseplans.comElevations7:12 Pitch Main, Front and sides9' Main Walls9' Basement WallsGarage to match TYP8/27/2021General Notes1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCadDesign Specialist not an Architect. All Detailsshould be looked over and approved bycontractor before construction begins.3. This drawing is not to be duplicated withoutwritten or verbal consent by River Bend Drafting and Design.Pg 2Plans For:TWEBB CONSTRUCTION
LEFT ELEVATIONRIGHT ELEVATIONREVISION TABLENUMBER DATE REVISED BY DESCRIPTIONDRAWINGS PROVIDED BY:DATE:River Bend Drafting and DesignElise Shurtliff 208-557-3621Elise@riverbendhouseplans.comElevations cont.8/27/2021Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paperGeneral Notes1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCadDesign Specialist not an Architect. All Detailsshould be looked over and approved bycontractor before construction begins.3. This drawing is not to be duplicated withoutwritten or verbal consent by River Bend Drafting and Design.Pg 3Plans For:7:12 Pitch Main, Front and sides9' Main walls9' Basement foundation wallsGarage to match TYPTWEBB CONSTRUCTION
SSSSSSSSW06W06W10W10W06W06W06W06D16D16D07D07D08D08D07D07D07D07D07D07D08D08D07D07D08D08D07D07D08D08UPE5E5Elevation 56'18'-5"17'-1"3'-8"10'2'-1"6'1'-3"22'-4"1'-3"11'-11"5'-11"1'-3"8'-6"1'-3"10'-9"15'19'-6"1'-3"1'-3"1'-3"30'-4"13'-8"1'-3"18'-4"1'-3"9'-10"5'-8"7'-7"10'-6"15'-9"23'-7"19'-7"10'10'10'10'-7"18'-9"13'-4"93'-11"21'-3"7'-6"19'-5"7'-5"8'34'-4"47'2'-4"6'-4"4'-8"2'24'47'1'3'-8"12'-8"2'2'-6"5'-6"6'-4"6'10'-11"14'16'-11"11'-7"24'-5"27'93'-11"5'12'-1" X 19'-0"11'-11" X 13'-9"9'-11" X 12'-8"11'-11" X 13'-6"8'-11" X 5'-5"10'-9" X 8'-7"THEATER ROOMBEDROOM 6STORAGEFootingFootingFootingFootingFootingFootingBEDROOMBEDROOMMECHANICALFoundationREVISION TABLENUMBER DATE REVISED BY DESCRIPTIONDRAWINGS PROVIDED BY:DATE:River Bend Drafting and DesignElise Shurtliff 208-557-3621Elise@riverbendhouseplans.comFoundation Plan8/27/2021Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paperGeneral Notes1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCadDesign Specialist not an Architect. All Detailsshould be looked over and approved bycontractor before construction begins.3. This drawing is not to be duplicated withoutwritten or verbal consent by River Bend Drafting and Design.pg 4Plans For:7:12 Pitch Main, Front and sides9' Main Walls9' Basement foundation WallsGarage to match TYP3' clearance in front of FurnaceSeismic Straps around WHTriple Car Garage4" Concrete SlabSlope Conc. Floor to drain to garage Floor9' Foundation WallsSmokeDetector/carbon monoxidedetectorTWEBB CONSTRUCTIONMain Floor 1884 s/fBasement 1884 s/fGarage 1229 s/fTotal 4997 s/f10 CFM Fresh AirSmoke Detector10 CFM Fresh AirSmoke Detector10 CFM Fresh AirSmoke Detector10 CFM Fresh AirSmoke DetectorSmokeDetector/carbon monoxidedetector
W04W04W04W04W08W08W05W05W05W05W04W04W04W04D09D092668D18D18W02W02W02W02W01W01D12D12W11W11W01W01W09W09D05D05W07W07W04W04W04W04D03D03D11D11D04D04D06D06E5E5Elevation 55'-6 7/16"3'-4"5'-0 9/16"3'-2"4'-4"3'-1"2'-4"4"4'-8"2'-6"2'-6 1/16"10'-7"3'-4"3'-9"4'-4 15/16"6'8'14'7'-7"10'-6"5'-3"5'-3"3'-5 1/2"6'-6 1/2"10'-11 15/16"3'-3"13'-5"7'8'8'5'-6"93'-11"4'-8"24'12'-8"41'-4"5'-8"6'-11"3'3'-4"3'-4"3'-4"21'-3"10'10'10'10'-7"7"9'11"7'-7"1"13'-11"93'-11"12'12'24'43'-4"4'-8"6'-4"6'-4"12'-8"2'2'-6"4"3'-2"11'-6"5'-8"2'-4"3'-10"4"4'-8"2'8'6'5'-1"3'-4"3'-4"5'-2"4'-4"3'-4"3'-9"5'-6"3'-4"5'-4"3'-5"7'2'-7"24'-5"14'16'-11"11'-5"14'-2"10'-5"27'93'-11"26'-7" X 23'-4"8'-9" X 11'-7"DECKH2H2STAIRWAYGARAGE1st FloorREVISION TABLENUMBER DATE REVISED BY DESCRIPTIONDRAWINGS PROVIDED BY:DATE:River Bend Drafting and DesElise Shurtliff 208-557-36Elise@riverbendhouseplans.coMain Floor8/27/2021Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paperGeneral Notes1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCadDesign Specialist not an Architect. All Detailsshould be looked over and approved bycontractor before construction begins.3. This drawing is not to be duplicated withoutwritten or verbal consent by River Bend Drafting and Design.H1 - STHD 14H2 - RJSTHD 14Pg 5Contractor to locate exactlocation of req. 22"x30"Attic Access pointMin 30" vertical Head RoomClearanceTRUCTION7:12 Pitch Main, Front and sides9' Main Walls9' Basement foundation WallsGarage to match TYPMain Floor 1884 s/fBasement 1884 s/fGarage 1229 s/fTotal 4997 s/fParallel Cord Truss10 CFM Fresh AirSmoke Detector10 CFM Fresh AirSmoke Detector10 CFM Fresh AirSmoke DetectorH1H1H1H1(2) 2x10 for portal framingrefer to page 6 figure 1(2) 2x10 for portal framingrefer to page 6 figure 1
Elevation 53636 MIN.STAIR & RAILING DETAILLANDINGLANPASREVISION TABLENUMBER DATE REVISED BY DESCRIPTIONRoof System: 2015 IRC Code Architectural Grade, 25 year Asphalt Shingles over #15 building felt over 7/16" Ext. OSB roof sheeting w/Clips & nailed 6" O.C.-Edges, 10" O.C.-fieldover 6:12 Pitch Engineered Trusses @ 24" O.C. (Framed According to Engineered Truss Layout) with R-49 Blown in Attic Insulation with 5/8" Sheet Rock onInterior Side Taped Prep'd for Interior Finishes Contractor to indicate 22"x30" Attic Access Location 2015 IRC Ice Protection Ice Barrier consisting of 2 layers of cemented under-layment and extend from the eave's edge 24" min. from inside exterior wallStair System:2015 IRC R106, R302.7, 311.7.2, R311.7.5, R311.7.8Eq Stair risers 7 3/3" Max heightEq Stair treads 10" Min depthover (3) 11.5" MIN Stair Stringerssecurely mounted to framingwith Cont. Handrail System mounted 36" above stair planewith Handrail return to wallwith a min 6'-8" Head clearance above stair planewith all other Railing system to be a min 42" above FFL &meet current building codes for vert. and horiz. loading.Slate Spacing to no more than 4" sphere to pass thru.1/2" gypsum board under stairsEse@ebedousepascoASoffit System:2015 IRC code2x6 Facia Boardwith style "D" Metal Drip Edgewith 3/8" soffit Sheetingwith 3" Continuous Soffit Ventingwith add'l 2x4 support as requiredBExterior Walls:2015 IRC code R602.10.1A braced wall panel shall begin within 10 ft from eachend of a braced wall line. The distance between adjacentedges of braced wal panels along a braced wall line shallnot be greater than 20 ft.2015 IRC code R106.1Vinyl Siding and Brick over Weather Resistive Barrier7/16" APA OSB & Nailing Pattern 6" - edge 12" - field2x6 Stud framed @24" O.C. UNO with (2) 2x6 Top Plates with (1) 2x6 Bottom Plate with min R-21 Bottom Insulation with 1/2" Sheetrock Inside Occupancy separation betweenhouse, attic, and garage2015 IRC, Section R106 and R308.4.5 Taped Prep'd for Interior finishesCInterior Walls:2015 IRC COde2x4 Stud framed @ 24" O.C. with (2) 2x4 Top Plates with (1) 2x4 Bottom Platewith 1/2" Sheetrock Both Sides Taped Prep'd For Interior FinishesDFloor System:2015 IRC Code3/4" T&G Sub-floor Glued and Nailedover 11-7/8 TJI Engineered Floor Joist Series, Placement, and O.C Spacing as determined & indicated on TJXpert Layout (Version 6.0 or later)connected to Rim Joist, spliced using gal. metal ties not less than .058" x 1.5" wide fastened w/6 16d nails ea. sideover 1/2" Sheetrock on Ceiling side Taped and Prep'd for Interior finishesEBasement Furring:2x4 Stud Framed @24" O.C. with Baring Walls @ 16" O.C. with (2) 2x4 Top Plates with (1) 2x4 Bottom Platewith R-13 Batt Insulationwith 6-Mill Poly Vapor Barrierwith 1/2" Sheetrock on Interior SideTaped and Prep'd for Interior FinishesFFoundation Wall System:2x6 Treated Sill Plateover Foam Sill Sealerwith 1/2" Anchor Bolts @72" O.C. 10" Long, 7" Embedded Max 12" from all Corners or SplicesConcrete wall 8' and under (1) Horizontal Rebar in top 12" and one at mid height8'1" TO 9'6" (1) Horizontal Rebar in top 12" and one bar at each third point Min (2) Anchor Bolts per Sill Plate w/nut & ROUND Plate Washer 2 1/20 x 1/4" Min. for each Boltover Concrete Foundation Wall Consistent w/2015 IRC R401-403 with Asphalt Emulsion on Exterior Sideover Continuous Concrete Footings Consistent w/2015 IRC Section R106.1over Undisturbed SoilGWindow Well System:2015 IRC CodeMin. egress window opening will be 5.7 sq ft 7 Sill height no higher than 44" above FFLWindow Wells provide a net clear of 9 sq ft w/min horiz. projection & width of 36"Exception: Window Wells w/depth greater than 44" will have a permanently affixed ladder or steps Ladder or Steps 12"- width Inside, 3" from walls,Spaced no more than 18" O.CJCross SectionSmoke Alarms2015 IRC Code Section 106. R314All smoke alarms shall be listed in accordance with UL 217 & installed inaccordance with NFPA 72-One in each sleeping area-Outside of each separate sleeping area in the immediate vicinity of thebedrooms-On each additional story including un-finish & finished basements and habitableattics but not including crawl spaces and uninhabitable attics.In dwellings or dwelling units with splits levels and without an intervening doorbetween the adjacent levels a smoke alarm installed on the upper level shallsuffice for the adjacent lower level provided that the lower level is less than one fullstory below the upper level.-Alarm devices shall be interconnected with battery backup that the acuation ofone alarm will activate all of the alarmsCarbon Monoxide Alarms2015 IRC Section 106 & R315.1New Construction an approved carbon monoxide alarm installed outside ofeach sleeping area in the immediate vicinity of bedroom and dwelling units.They shall be listed as complying with UL 2034 and installed accordinglyFastners for Preservative treated woodFastner for Preservative treated wood shall be of hot dippedzinc-coated galvanized steel, stainless steel, silicon bronze orcopper.Exceptions:1. One-half inch (12.7mm) diameter or greater steel bolts.2. Fasterners other than nail & timber rivets shall be permitted tobe of mechanical deposited zinc coated steel with coating weightsin accordance with ASTM B695 class 55 min.Ventilation 2015 IRC, Section R408.1, R408.2, and R408.3The under-floor space between the bottom of the floor joists andthe earth under any building (except space occupied by abasement) shall have ventilation openings through foundationwalls or exterior walls. The minimum net area of ventilationopening shall not be less than 1 s/f for each 300 s/f of under floorspace area, unless the ground surface is covered by a Class 1vapor retarder material.If the vapor retarder is used the min. net area of ventilationopenings shall not be less than 1 s/f for each 1500 s/f.One such vent shall be within 3' of each corner of building.Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paperGeneral Notes1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCadDesign Specialist not an Architect. All Detailsshould be looked over and approved bycontractor before construction begins.3. This drawing is not to be duplicated withoutwritten or verbal consent by River Bend Drafting and Design.Figure R602.10.6.2Alternate Braced Wall Panel Garage Portal DesignFigure 1Pg 6Living Areas 10 CFM fresh airTable R403.1Min Width of Conc. or Masonry Footings (inches)Load Baring Value of soil1500 2000 3000Conventional Light frame Construction1-story 12 12 122 story 15 12 123-story 23 17 124" Brick Veneer over light frame1-story 12 12 122-story 21 16 123-storu 32 24 16Frost Protection 403.1.4.1Except where otherwise protected from frost, foundation walls, piers and otherpermanent supports of buildings and structures shall be protected from frost by one or more of the following methods:1. Extended below the frost line specified in Table R301.22. Construct in accordance with Section 403.33. Construct in accordance with ASCE 32 or4. Erected on Solid RockExceptions:- Protection of freestanding accessory structures with an area of 400 of 600 square feet or less, of light frame construction with an eve height of 10' of less shall not be required- Decks not supported by a dwelling need not be provided with footings that extend below the frost line- Footings shall not bear on frozen soil unless the frozen condition is permanent For:TWEBB CONSTRUCTION
7 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 128 : 12Roof Plan ViewREVISION TABLENUMBER DATE REVISED BY DESCRIPTIONDRAWINGS PROVIDED BY:DATE:River Bend Drafting and DesignElise Shurtliff 208-557-3621Elise@riverbendhouseplans.com8/27/2021General Notes1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCadDesign Specialist not an Architect. All Detailsshould be looked over and approved bycontractor before construction begins.3. This drawing is not to be duplicated withoutwritten or verbal consent by River Bend Drafting and Design.Plans For:Roof PlanScale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paperPg 7TWEBB CONSTRUCTION
150'170'36'-0 1/8"36'8 3 '-7 3 /8 "85'-6"56'-9 1/8"40'-6 1/16"70'-9 7/16"30'130'150'Plot Plan ViewREVISION TABLENUMBER DATE REVISED BY DESCRIPTIONDRAWINGS PROVIDED BY:DATE:River Bend Drafting and DesignElise Shurtliff 208-557-3621Elise@riverbendhouseplans.com8/27/2021Plot PlanPine Brook EstatesDiv 2 Block 3 Lot 6Building ParcelMadison County, IdahoGeneral Notes1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCadDesign Specialist not an Architect. All Detailsshould be looked over and approved bycontractor before construction begins.3. This drawing is not to be duplicated withoutwritten or verbal consent by River Bend Drafting and Design.Pg 8Plans For:TWEBB CONSTRUCTIONNorthMcJon LaneTorrey Lane
DOOR SCHEDULE3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O DESCRIPTION HEADER CODE MANUFACTURER COMMENTSD01 1568 1 1 1568 L IN 19"X82 1/2" HINGED-DOOR P04 2X6X22" (2)D02 1568 1 1 1568 R IN 19"X82 1/2" HINGED-DOOR P04 2X6X22" (2)D03 16080 1 1 16080 194"X99" GARAGE-GARAGE DOOR CHD05 2X12X200" (2)D04 2668 1 1 2668 L 30"X80" SHOWER-GLASS SLABD05 2668 1 1 2668 R IN 32"X82 1/2" HINGED-DOOR P04 2X6X35" (2)D06 28211 1 1 28211 R IN 34"X37 3/4" HINGED-DOOR P04 2X6X34" (2)D07 2868 6 0 2868 L IN 34"X82 1/2" HINGED-DOOR P04 2X6X37" (2)D08 2868 4 0 2868 R IN 34"X82 1/2" HINGED-DOOR P04 2X6X37" (2)D09 2868 2 1 2868 R IN 34"X82 1/2" HINGED-DOOR P04 2X6X37" (2)D10 3068 1 1 3068 L 74"X82 1/2" POCKET-DOOR P04 2X6X77" (2)D11 3068 1 1 3068 L EX 38"X83" EXT. HINGED-DOOR E21 2X6X41" (2)D12 3068 1 1 3068 L IN 38"X82 1/2" HINGED-DOOR F05 2X6X41" (2)D13 3068 1 1 3068 L IN 38"X82 1/2" HINGED-DOOR P04 2X6X41" (2)D14 3068 2 1 3068 R EX 38"X83" EXT. HINGED-DOOR E21 2X6X41" (2)D15 3068 2 1 3068 R IN 38"X82 1/2" HINGED-DOOR P04 2X6X41" (2)D16 5068 1 0 5068 L/R IN 62"X82 1/2" DOUBLE HINGED-DOOR P04 2X6X65" (2)D17 5068 2 1 5068 L/R IN 62"X82 1/2" DOUBLE HINGED-DOOR P04 2X6X65" (2)D18 9080 1 1 9080 110"X99" GARAGE-GARAGE DOOR CHD05 2X12X116" (2)WINDOW SCHEDULE3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O EGRESS DESCRIPTION HEADER CODE MANUFACTURER COMMENTSW01 1268FX 2 1 1268FX 15"X81" FIXED GLASS 2X6X18" (2)W02 2626FX 2 1 2626FX 31"X31" FIXED GLASS 2X6X34" (2)W03 3020FX 3 1 3020FX 37"X25" FIXED GLASS 2X6X37" (2)W04 3050DH 9 1 3050DH 37"X61" DOUBLE HUNG 2X6X40" (2)W05 3060DH 2 1 3060DH 37"X73" DOUBLE HUNG 2X6X40" (2)W06 4040RS 3 0 4040RS 49"X49" RIGHT SLIDING 2X6X52" (2)W07 4040RS 1 1 4040RS 49"X49" RIGHT SLIDING 2X6X52" (2)W08 4050RS 1 1 4050RS 49"X61" RIGHT SLIDING 2X6X52" (2)W09 5050FX 1 1 5050FX 61"X61" FIXED GLASS 2X6X64" (2)W10 5050RS 1 0 5050RS 61"X61" RIGHT SLIDING 2X6X64" (2)W11 51016FX 1 1 51016FX 70 15/16"X19" FIXED GLASS 2X6X70 15/16" (2)REVISION TABLENUMBER DATE REVISED BY DESCRIPTIONDRAWINGS PROVIDED BY:DATE:River Bend Drafting and DesignElise Shurtliff 208-557-3621Elise@riverbendhouseplans.com8/27/2021General Notes1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCadDesign Specialist not an Architect. All Detailsshould be looked over and approved bycontractor before construction begins.3. This drawing is not to be duplicated withoutwritten or verbal consent by River Bend Drafting and Design.Plans For:Window and Door ScheduleWINDOW NOTES: 1 VINYL WINDOWS UNLESS OTHERWISE NOTED 2 INTERIOR WINDOW MATERIALS: FACTORY FINISH 3 WINDOW HARDWARE TO BE OWNER SELECTED AT TIME OF ORDER 4 WINDOW ROUGH OPENING: 1/2" FOR TOP/ BOTTOM & 1/2" FOR SIDES, UNO BY MFG.5 BEDROOM WINDOWS SILL FINISHED MUST BE WITHIN 44: OF THE FLOOR AND PROVIDE MINIMUM CLEAR OPENINGS OF 5.7 SQ. FEET WITH HEIGHT DIMENSION NOT LESS THAN 24" AND WIDTH DIMENSION NOT LESS THAN 20" - HRC R310.1-R310.1.4U-Factor - Rate of heat loss = 1/RSHGC - Solar Heat Gain CoefficientVLT - Visible Light TransmittanceCR - Condensation ResistanceLow- E4 / High Altitude Windows U-Factor SHGC VLT CRCasement/Hopper 0.39 .3 0.49 52Double Hung 0.35 0.27 0.46 49Slide-By 0.37 0.28 0.48 49Fixed / Auxiliary 0.32 0.32 0.54 51DOOR NOTES: 1. MAIN FLOOR DOORS SHALL BE 80"; SECOND FLOOR DOORS 80"; GARAGE DOOR 96", UNO. 2. ALL DOORS SHALL BE HOLLOW CORE 1 3/4" THICK, UNO 3. INTERIOR DOORS SHALL BE PAINTED, UNO. 4. DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1 3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60 MINUTES. DOOR SHALL BE SELF CLOSING 5. EXTERIOR EXIT DOORS SHALL BE 36" MIN. NET CLEAR DOOR WAY SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE 6. GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS. 7. ALL GLAZING WITHIN 18 IN. OF THE FLOOR AND/OR WITHIN 24 IN. OF ANY DOOR (REGARDLESS OF WALL PLANE) ARE TO HAVE SAFETY GLAZING. 8. ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLASS.Pg 9TWEBB CONSTRUCTION