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HomeMy WebLinkAboutPLANS - 20-00201 - 1259 Stone Dr - New SFRSS CC JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . A L L W O R K D E S C R I B E D I N T H E D R A W I N G S S H A L L B E V E R I F I E D F O R D I M E N S I O N , G R A D E , E X T E N T A N D C O M P A T I B I L I T Y T O T H E E X I S T I N G S I T E . A N Y D I S C R E P A N C I E S A N D U N E X P E C T E D C O N D I T I O N S T H A T A F F E C T O R C H A N G E T H E W O R K D E S C R I B E D I N T H E C O N T R A C T D O C U M E N T S S H A L L B E B R O U G H T T O T H E A R C H I T E C T 'S A T T E N T I O N I M M E D I A T E L Y . D O N O T P R O C E E D W I T H T H E W O R K I N T H E A R E A O F D I S C R E P A N C I E S U N T I L A L L S U C H D I S C R E P A N C I E S A R E R E S O L V E D . I F T H E C O N T R A C T O R C H O O S E S T O D O S O H E S H A L L B E P R E C E D I N G A T H I S O W N R I S K . O M I S S I O N S F R O M T H E D R A W I N G S A N D S P E C I F I C A T I O N S O R T H E M I S - D E S C R I P T I O N O F T H E W O R K W H I C H I S M A N I F E S T L Y N E C E S S A R Y T O C A R R Y O U T T H E I N T E N T O F T H E D R A W I N G S A N D S P E C I F I C A T I O N S , O R W H I C H I S C U S T O M A R I L Y P E R F O R M E D , S H A L L N O T R E L I E V E T H E C O N T R A C T O R F R O M P E R F O R M I N G S U C H O M I T T E D O R M I S -D E S C R I B E D D E T A I L S O F T H E W O R K A S I F F U L L Y A N D C O M P L E T E L Y S E T F O R T H A N D D E S C R I B E D I N T H E D R A W I N G S A N D S P E C I F I C A T I O N S . S I T E C O N D I T I O N S : A L L C O N T R A C T O R S A N D S U B -C O N T R A C T O R S S H A L L V E R I F Y D I M E N S I O N S A N D C O N D I T I O N S A T T H E S I T E P R I O R T O C O M M E N C E M E N T O F T H E I R W O R K . F A I L U R E T O D O S O S H A L L N O T R E L E A S E T H E M F R O M T H E R E S P O N S I B I L I T Y O F E S T I M A T I N G T H E W O R K . I F A N Y V A R I A T I O N , D I S C R E P A N C Y O R O M I S S I O N (B E T W E E N T H E I N T E N T O F T H E S E C O N T R A C T D O C U M E N T S A N D T H E E X I S T I N G C O N D I T I O N S A R E F O U N D , T H E C O N T R A C T O R O R S U B -C O N T R A C T O R S H A L L N O T I F Y T H E A R C H I T E C T I N W R I T I N G A N D O B T A I N W R I T T E N R E S O L U T I O N F R O M T H E A R C H I T E C T P R I O R T O P R O C E E D I N G W I T H A N Y R E L A T E D W O R K . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k G001 R E V I S I O N : PLAN INDEX C O V E R P A G E A PROJECT BY: COPYRIGHT STAMP PROFESSIONAL SEAL (AS REQUIRED) D A T E : T H E S E D R A W I N G S , A N D T H E D E S I G N T H E Y D E S C R I B E , A R E C O P Y R I G H T P R O T E C T E D M A T E R I A L S . S T A R B U I L D I N G S U P P L Y , I N C . A N D T H E D E S I G N E R R E S E R V E A L L R I G H T S . W I T H T H E S E D R A W I N G S A C O P Y R I G H T L I C E N S E I S G R A N T E D F O R A S I N G L E C O N S T R U C T I O N A T T H E A D D R E S S O N T H E S E D R A W I N G S A N D T H A T A D D R E S S O N L Y . T H I S I S A L I C E N S E T O B U I L D , A N D D O E S N O T I N C L U D E A L I C E N S E T O M O D I F Y , E X C E P T A S N O T E D B E L O W . T H E F O L L O W I N G M O D I F I C A T I O N S A R E A L L O W E D , P R O V I D E D T H E Y D O N O T A L T E R T H E E S S E N T I A L C H A R A C T E R I S T I C S O F T H E D E S I G N : S T R U C T U R A L M O D I F I C A T I O N S , B R A N D S P E C I F I C W I N D O W S I Z I N G , C H A N G E S I N M A T E R I A L S , C H A N G E S T O D O O R T Y P E S A N D S I Z E S , K I T C H E N A N D B A T H D E S I G N W I T H I N T H E A S S I G N E D R O O M S , E L E C T R I C A L L A Y O U T , M I N O R I N T E R I O R C H A N G E S T H A T D O N O T C H A N G E T H E P L A C E M E N T O F R O O M S , C H A N G E S T O E X T E R I O R D E C K S , A N D F O U N D A T I O N C H A N G E S T O A D A P T T O D I F F E R E N T T O P O G R A P H Y . D E S C R I P T I O N A P P R O V A L jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 GENERAL NOTES:   1. CONSTRUCTION SHALL CONFORM TO ALL ADOPTED CODES AND PRACTICES OF THE COMMUNITY OR AREA IN WHICH CONSTRUCTION TAKES PLACE.   2. ALL STUMPS, ROOTS, AND ORGANIC MATTER SHALL BE REMOVED FROM THE SOIL IN THE AREA OF THE BUILDING.   3. DRAINAGE FROM THE PROPERTY MAY NOT EXCEED THAT WHICH EXISTED PRIOR TO DEVELOPMENT. PAVED AREAS AND ROOF DRAINS MAY NEED TO BE SUPPLIED WITH APPROPRIATE SUMPS OR OTHER MEANS OF MITIGATING THEIR FLOW.   4. SOLID BLOCKING BETWEEN JOISTS, RAFTERS, AND TRUSSES OVER ALL BEARING WALLS AND BETWEEN BEARING STUDS. SUCH BLOCKING OF THE WALL SHALL BE 2 INCHES MINIMUM THICKNESS AND THE FULL DEPTH OF THE JOISTS, RAFTER, TRUSS OR CEILING JOISTS.   5. JOISTS UNDER THE PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED. JOISTS UNDER THE PARALLEL TO ALL OTHER PARTITIONS SHALL BE DOUBLED WHEN THE LENGTH OF SUCH WALL EXCEEDS 1/3 THE LENGTH OF JOISTS 12 INCHES AND LONGER.   6. WALL BRACING SHALL BE IN ACCORDANCE WITH THE IRC AS IT IS CURRENTLY ADOPTED. BRACED WALL LINES MUST PROVIDE A MINIMUM OF EVERY 34 FEET EACH DIRECTION AT THE INTERIOR AND EXTERIOR OF THE BUILDING. BRACED WALL LINES SHALL BE OFFSET NO MORE THAN 4 FEET. BRACED WALL PANELS SHALL BE LOCATED WITHIN 8 FEET OF EACH END OF A BRACED WALL LINE. BRACED WALL PANELS SHALL BE INSTALLED NO MORE THAN 25 FEET ON CENTER. THE BRACED PANEL MUST BE AT LEAST 48 INCHES IN WIDTH TO PROVIDE THE REQUIRED BRACING. BRACED WALL PANELS CANNOT OCCUR OVER CANTILEVERED 2" x 8" JOISTS. ALL VERTICAL JOINTS OF THE PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING. LET-IN DIAGONAL BRACES ARE NOT PERMITTED.   7. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE SIZES SPECIFIED ON VARIOUS FRAMING, FOUNDATION, AND FLOOR PLANS UNLESS OTHERWISE NOTED.   8. FIRE STOPPING A. FIREBLOCK STUD SPACES OVER 10 FEET IN HEIGHT, FURRED SPACES, SOFFITS, DROPPED CEILINGS, COVE CEILINGS, STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, BEARING WALLS AND CEILING JOIST LINES, ETC. FIRESTOPPING SHALL CONSIST 2 INCH NOMINAL LUMBER. B. FIRESTOP OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT THE CEILINGS AND FLOOR LEVELS WITH APPROVED, NON-COMBUSTIBLE MATERIALS.   9.  ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES SHALL HAVE VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST RAIN OR SNOW. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/ 150th OF THE AREA OF THE SPACE VENTILATED OR 1/300th IF HALF IS LOCATED IN THE UPPER 3 FEET OF THE ATTIC AND THE REMAINDER IS PROVIDED BY SOFFIT VENTS. WHERE SOFFIT VENTS ARE USED, AN INSULATION DAM MUST BE PROVIDED. ATTIC VENTILATION MAY ALSO BE 1/300th WHEN A VAPOR BARRIER IS USED AT THE WARM SIDE OF THE CEILING. OPENINGS SHALL BE COVERED WITH A 1/4 INCH MESH. AN ATTIC ACCESS OF 22 INCHES x 30 INCHES SHALL BE PROVIDED AT THE ROOF/CEILING AREAS. THERE SHALL BE 30 INCHES MINIMUM OF HEAD ROOM OVER THE OPENING. IF THERE IS LESS THAN 30 INCHES OF HEIGHT IN THE ATTIC, ACCESS NEED NOT BE PROVIDED.   SOFFIT VENTS    ____________________SQ. FT. GABLE VENTS    ____________________SQ. FT. ROOF RIDGE VENTS _________________SQ. FT.   10. PROVIDE 30 INCHES MINIMUM CLEARANCE FROM RANGE TOP TO COMBUSTIBLE MATERIALS, SIDE CLEARANCE SHALL BE SPECIFIED BY PERMANENT MARKINGS ON THE APPLIANCE. RANGE HOODS SHALL BE VENTED TO THE OUTSIDE BY A SINGLE WALL PIPE HAVING A MINIMUM OF ONE (1) INCH CLEARANCE FROM COMBUSTIBLE MATERIALS.   11. SHOWERS SHALL BE FINISHED TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. SHOWER WALLS AROUND BATHTUBS SHALL BE CONSTRUCTED OF DENSE NON- ABSORBENT WATERPROOF SHEETROCK TO THE FULL HEIGHT OF THE WALL.   12. INSTALL 5/8" or 1/2" FIRE RATED SHEETROCK ON ALL WALLS, CEILINGS, BEAMS, SUPPORTS, ETC. IN GARAGE AREAS AND UNDER STAIRWELLS FOR FIRE PROTECTION. SUCH SHEETROCK SHALL BE NAILED OR SCREWED 7" O.C. AT THE PANEL EDGES, 7" O.C. IN THE FIELD OF THE PANEL.   13. STAIRWAYS WITH 4 OR MORE RISERS SHALL HAVE AT LEAST ONE (1) HANDRAIL. HANDRAILS SHALL BE PLACED 34" TO 38" ABOVE THE NOSE OF THE TREADS VERTICALLY TO THE TOP OF THE RAIL. THEY SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. THE HANDGRIP PORTION SHALL BE NOT LESS THAN 1-1/2" NOR MORE THAN 2" IN CROSS- SECTIONAL DIMENSION. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" BETWEEN THE WALL AND THE HANDRAIL. ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.   14. GUARDRAILS SHALL BE PROVIDED TO PROTECT UNENCLOSED SIDES OF ROOMS, CORRIDORS, STAIRS, RAMPS, ETC. WHICH ARE MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW. THE GUARDRAIL SHALL BE AT LEAST 36" HIGH AND SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE OF FOUR (4) INCHES IN DIAMETER CANNOT PASS THROUGH. THE TRIANGULAR SPACE CREATED BY THE STAIR AND BOTTOM RAIL MAY BE CONSTRUCTED SO THAT A FOUR (4) INCH SPHERE MAY NOT PASS THROUGH.   15. FIREPLACE CHIMNEYS SHALL EXTEND 2'-0" MINIMUM ABOVE ANY ROOF LINE WITHIN 10'-0" AND MUST BE 3'-0" ABOVE THE ROOF WHERE IT PENETRATES.   16. ALL EARTH FILL TO RECEIVE CONCRETE FLOORS, WALKS, DRIVES, ETC. SHALL BE SETTLED AND TAMPED TO 90% COMPACTION.   17. APPROVED NUMBER FOR ADDRESS SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY. 18. GLASS IN DOOR SHALL BE SAFETY GLAZED. GLAZING ADJACENT TO A DOOR WITHIN A 24 INCH ARC OF EITHER DOOR EDGE WHEN CLOSED, MUST BE SAFETY GLAZED IF THE BOTTOM EDGE IS WITHIN 60 INCHES OF THE FLOOR OR WALKING SURFACE. GLAZED PANELS LARGER THAN NINE (9) SQUARE FEET LOCATED LESS THAN 18 INCHES ABOVE AND WITHIN 36 INCHES HORIZONTALLY OF A FLOOR OR WALKING SURFACE SHALL BE SAFETY GLAZED. IN LIEU OF SAFETY GLAZING, GLASS MAY BE PROTECTED BY A HORIZONTAL MEMBER 1-1/2 INCHES IN WIDTH, CAPABLE OF RESISTING 50 POUNDS PER LINEAL FOOT, LOCATED BETWEEN 34 INCHES AND 38 INCHES ABOVE THE WALKING SURFACE.   19. WINDOWS ARE RECOMMENDED TO BE DOOR HEIGHT. MINIMUM WINDOW AREA SHALL BE EQUAL TO BUT NOT LESS THAN 1/10th OF THE HABITABLE FLOOR AREA, BUT NOT LESS THAN 10 SQUARE FEET, ONE HALF OF WHICH SHALL BE OPEN A MINIMUM OF FIVE (5) SQUARE FEET. BASEMENT AND EACH BEDROOM MUST HAVE ONE (1) WINDOW THAT MEETS THE FOLLOWING:   a. SILLS SHALL BE WITHIN 44 INCHES OF THE FINISHED FLOOR b. WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET WITH HEIGHT DIMENSION NOT LESS THAN 24 INCHES AND WIDTH DIMENSION NOT LESS THAN 20 INCHES. 20. ALL WINDOWS (EXCEPT GARAGE) SHALL BE DOUBLE GLAZED WITH 1/2" MINIMUM SPACES.   21. ALL HINGED SHOWER DOORS SHALL SWING OUTWARD. GLAZING USED IN DOORS AND PANELS OF SHOWERS AND BATHTUB ENCLOSERS AND BUILDING WALLS ENCLOSING THESE COMPARTMENTS SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC.   22. PROVIDE SCREENS ON ALL OPERABLE WINDOWS AND GLASS DOORS.   23. UNLESS OTHERWISE SPECIFIED, ALL BASEMENT WINDOWS NOT FULLY SIX (6) INCHES ABOVE FINISHED GRADE SHALL BE PROTECTED BY GALVANIZED IRON OR CONCRETE WINDOW WELLS. WINDOW WELLS TO BE DUG TO A DEPTH BELOW THE WINDOWSILL TO ALLOW 10 INCHES OF ONE (1) INCH AGGREGATE GRAVEL TO BE SIX (6) INCHES BELOW THE WINDOWSILL.   24. ALL HEATING AND VENTILATING EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT IMC CODE OF THE AUTHORITY HAVING JURISDICTION. FURNACES AND WATER HEATERS SHALL BE SO INSTALLED THAT THEY CAN BE INDIVIDUAL WITHOUT REMOVING THE OTHER APPLIANCE.   25. PROVIDE SIX (6) INCHES OF CLEARANCE ON THE COMBUSTIBLE AIR SIDE OF THE FURNACE ROOM AND 30 INCHES x 36 INCHES WORKING SPACE IN FRONT OF ALL HEATING CONTROLS, THREE (3) INCHES MINIMUM ON ALL OTHER SIDES.   26. COMBUSTION AIR FOR ALL FUEL BURNING APPLIANCES SHALL BE OBTAINED FROM THE OUTDOORS OF FROM SPACES FREELY COMMUNICATING WITH THE OUTDOORS. 1/2 OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED WITHIN THE UPPER 12 INCHES OF THE AREA AND 1/2 WITHIN THE LOWER 12 INCHES. COMBUSTION AIR OPENINGS SHALL NOT BE DAMPENED. TWO (2) VERTICAL OPENINGS, ONE (1) SQUARE INCH PER 4000 BTU/h OR HORIZONTAL OPENINGS, EACH WITH ONE (1) SQUARE INCH PER 2000 BTU/h OF THE TOTAL INPUT RATING OF ALL APPLIANCES SHALL BE PROVIDED   27. JOINTS FOR RESIDENTIAL HEATING DUCTS SHALL BE MECHANICALLY FASTENED BY MEANS OF AT LEAST THREE (3) SHEET METAL SCREWS EVENLY SPACED. SUPPORT THE DUCTS WITH APPROVED METAL HANGERS OR SUPPORTS.   28. WATER HEATER AND FURNACE VENTS SHALL NOT TERMINATE WITHIN TEN (10) FEET HORIZONTALLY OR THREE (3) FEET ABOVE AN AIR CONDITIONER OR FORCED AIR INLET.   29. FURNACE SIZE, EFFICIENCY AND TYPE AS FOLLOWS:   a. TO BE DETERMINED WITH MANUAL J AND MANUAL D   30. ALL TOILETS OR WATER CLOSETS SHALL BE LOW FLUSH TYPES, A MAXIMUM OF 1.6 GALLONS PER FLUSH. PROVIDE 24 INCHES MINIMUM CLEARANCE IN FRONT OF TOILETS OR WATER CLOSETS AND A COMPARTMENT WIDTH OF NOT LESS THAN 30 INCHES (15 INCHES FROM THE CENTER OF ANY OBSTRUCTION).   31. ALL SHOWER HEADS SHALL BE WATER CONSERVING TYPES USING NOT MORE THAN 2.5 GALLONS PER MINUTE.   32. MAIN PLUMBING STACKS SHALL RUN UNDIMINISHED IN SIZE (3 INCHES MINIMUM) AND AS DIRECT AS POSSIBLE. FRONT THE MAIN DRAIN TO THE OPEN AIR ABOVE THE ROOF. NO PLUMBING VENTS SHALL TERMINATE LESS THAN TEN (10) FEET HORIZONTALLY OR THREE (3) FEET ABOVE ANY GRAVITY OR ANY POWER AIR INLET.   33. VENT DRYER TO THE OUTSIDE OF THE BUILDING. VENT HOOD SHALL BE 12 INCHES MINIMUM ABOVE GRADE AND SHALL NOT CONNECT TO ANY OTHER VENT DUCT OR CHIMNEY. MAXIMUM LENGTH OF A DUCT SHALL BE THAT OF MANUFACTURE THE DIAMETER OF THE DUCT SHALL BE FOUR (4) INCHES OR GREATER.   34. ALL VENTS SHALL TERMINATE FOUR (4) FEET BELOW, OR FOUR (4) FEET HORIZONTALLY AND AT LEAST ONE (1) FOOT ABOVE A DOOR, OPERABLE WINDOW OR A GRAVITY AIR INLET INTO A BUILDING.   35. ALL FLUE VENTS AND EXHAUST FAN VENTS SHALL BE AT LEAST THREE (3) FEET ABOVE AN OUTSIDE AIR INLET LOCATED WITHIN TEN (10) FEET AND AT LEAST FOUR (4) FEET FROM A PROPERTY LINE.   36. ELECTRICAL PANELS SHALL HAVE A CLEAR WORKING SPACE 30 INCHES WIDE, 36 INCHES DEEP AND 6'-6" INCHES HIGH IN FRONT OF THE PANEL. ELECTRICAL PANELS CANNOT BE LOCATED IN BATHROOMS. 37. PROVIDE A SECONDARY GROUNDING SYSTEM WHEN USING THE WATER SERVICE AS THE PRIMARY GROUND.   38. BATHROOMS AND LAUNDRY ROOMS SHALL HAVE VENTILATION PROVIDED BY AN EXTERIOR OPENING WITH AN AREA OF 1/20th OF THE FLOOR AREA, BUT NOT LESS THAN 1-1/2 SQUARE FEET. A FAN PROVIDING FIVE (5) AIR CHANGES PER HOUR MAY BE SUBSTITUTED. THE FAN MUST DISCHARGE AT LEAST THREE (3) FEET FROM ANY OPENING INTO THE HOME. MAKE-UP AIR SHALL BE PROVIDED TO CLOTHES DRYERS LOCATED IN CLOSETS THROUGH THE DOOR OR BY OTHER MEANS.   39. ALL ELECTRICAL SWITCHES, RECEPTACLES, ETC. IN A GARAGE SHALL BE A MINIMUM OF 18 INCHES ABOVE THE FINISHED FLOOR   40. ELECTRICAL SERVICE SHALL BE LOCATED AS REQUIRED BY THE ELECTRICAL POWER SUPPLIER. KEEP ALL GAS AND ELECTRICAL POWER METERS IN AN AREA WHICH IS PROTECTED FROM SNOW AND ICE.   41. ALL ELECTRICAL RECEPTACLES LOCATED IN BATHROOMS A MINIMUM OF 20 AMP AND SHALL BE ON A DEDICATED BRANCH CIRCUIT FOR THE MAIN BREAKER PANEL.   42. ALL FOOTINGS SHALL BE PLACED 18 INCHES BELOW UNDISTURBED EARTH AND A MINIMUM OF 42 INCHES BELOW FINISHED GRADE. FINISHED GRADE SHALL HAVE A SLOPE AWAY FROM THE BUILDING OF (6) INCHES AND MINIMUM FOR THE FIRST TEN (10) FEET AND TWO (2) PERCENT SLOPE THEREAFTER. ALL DRAINAGE FROM THE LOST SHALL DRAIN INTO AN APPROVED DRAINAGE SYSTEM.   43. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND.   44. STRUCTURAL FILL, IF REQUIRED, SHALL BE PLACED IN LIFTS NOT TO EXCEED EIGHT (8) INCHES OF LOOSE THICKNESS AND COMPACTED TO A LEAST 95% OF THE MAXIMUM DRY DENSITY. LEFTS SHALL NOT EXCEED FOUR (4) INCHES OF LOOSE THICKNESS FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS.   45. FREEZE LESS, BACKFLOW PREVENTION HOSE BIB REQUIRED ON ALL EXTERIOR LOCATIONS OF HOSE BIB.   46. PLUMBING SYSTEM SHALL CONFORM TO REQUIREMENTS OF THE CURRENT IPC REQUIRED BY THE AUTHORITY HAVING JURISDICTION   47. PROVIDE ANTI-SCALD SHOWER VALVES ON ALL SHOWER AND TUB-SHOWER COMBINATIONS INSTALLATIONS.   48. NO SLIP JOINT PLUMBING CONNECTIONS OR FITTINGS ALLOWED IN CONCEALED CONSTRUCTION ARES.   49. CSST STAINLESS STEEL GAS LINE MAY BE USED BUT MUST BE SIZED AND APPROVED BEFORE INSTALLATION. ANY CSST INSTALLED MUST BE VISUALLY INSPECTED AND PRESSURE TESTED BEFORE BEING CONCEALED WITH CONSTRUCTION.   50. ALL GAS LINES MUST BE PRESSURE TESTED AT ROUGH INSPECTION   51. NO CLOTH TYPE DUCT TAPE IS ALLOWED. METALLIC OR FOIL TAPE MUST BE USED   52. ALL JOINTS, TRANSVERSE AND LONGITUDINAL SEAMS AND CONNECTIONS MUST BE PROPERLY SEALED WITH TAPE OR MASTIC.   53. GAS LINES SHALL NOT PASS THROUGH OR PENETRATE ANY DUCT OR PLENUM   54. PROVIDE FLASHING, COUNTER FLASHING AND APPROVED CAULKING AT ALL EXTERIOR WINDOWS AND DOORS. WINDOWS MUST BE INSTALLED IN ACCORDANCE TO MANUFACTURES INSTRUCTIONS.   55. ALL DETAILS MAY NOT BE APPLICABLE TO PLANS, IF MARKED TYPICAL USE ON PLANS, USE ON ALL APPLICABLE AREAS ACCORDING TO THE CURRENT IRC IN THE JURISDICTION   56. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT REQUIRED IRC AND NEC CODES IN THE JURISDICTION HAVING AUTHORITY. DEFERRED SUBMITTALS 1.TRUSS DRAWINGS 2.MANUAL J AND D SNUG - PLACE DOOR OR WINDOW SO THAT TRIM WILL BE SNUG TO WALL CENTER - PLACE DOOR OR WINDOW CENTERED ON WALL G001 COVER PAGE C001 SITE PLAN A101 FOUNDATION PLAN A102 BASEMENT LEVEL PLAN A103 MAIN LEVEL PLAN A104 SCHEDULES A105 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A300 SHEARWALL AND HOLDOWN A401 TYPICAL DETAILS A501 BUILDING SECTION E101 ELECTRICAL PLAN C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D 9 0 ' S 5 ° 2 1 ' 6 "W 151.5' N84° 38' 54"W 9 0 ' N 5 ° 2 1 ' 6 "E 151.5' S84° 38' 54"E 0' - 0" DRAINAGE PROPERTY BOUNDARY UTILITY EASEMENT PROPERTY SETBACK POWER NATURAL GAS SEWER 4" WATER SERVICE X' - X X/X"SPOT ELEVATION DRAINAGE ARROW LEGEND N D R A I N A G E D R A I N A G E D R A I N A G E D R A I N A G E DRAINAGE DRAINAGE DRAINAGE DRAINAGE 2 0 '-3 1 3 /1 6 " 25' 7 '-6 " 25' 25'-2" SCALE 1/8' = 1' - 0" PLOT PLAN GARAGE HOUSE S E T B A C K L I N E Top of Foundation 2' - 10" TO Garage FF 1' - 10" JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k S I T E P L A N C001 jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D 2 ' 2 ' 1 1 /2 " 2 ' 1 1 /2 " 1 1/2"1 1/2" 1 5 " 3" OPENING CCOONNCCRREETTEE HHEEAADDEERR C L E A R #4 REBAR - TYPICAL OPENING CCOONNCCRREETTEE HHEEAADDEERR C L E A R #4 REBAR - TYPICAL CLEAR CLEAR M I N . SS S S GUFER GROUND LOCATION SLOPE GARAGE FLOOR 2" BACK TO FRONT BLOCK OUT FOOTING TO PROVIDE LOCATION FOR PLUMBING RUNS 1' WIDE BLOCK OUT FOOTING TO PROVIDE LOCATION FOR PLUMBING RUNS 1' WIDE B L O C K O U T F O U N D A T I O N W A L L F O R 4 '-0 " x 4 '-0 " W I N D O W U N I T E - V E R I F Y R .O . H E A D H E I G H T - 6 '-8 " A .F .F . C O N C . H E A D E R - S E E D E T A I L S T H I S S H E E T B L O C K O U T F O U N D A T I O N W A L L F O R 4 '-0 " x 4 '-0 " W I N D O W U N I T E - V E R I F Y R .O . H E A D H E I G H T - 6 '-8 " A .F .F . C O N C . H E A D E R - S E E D E T A I L S T H I S S H E E T B L O C K O U T F O U N D A T I O N W A L L F O R 4 '-0 " x 4 '-0 " W I N D O W U N I T E - V E R I F Y R .O . H E A D H E I G H T - 6 '-8 " A .F .F . C O N C . H E A D E R - S E E D E T A I L S T H I S S H E E T BLOCK OUT FOUNDATION WALL FOR 5'-0" x 5'-0" WINDOW UNITE - VERIFY R.O. HEAD HEIGHT - 6'-8" A.F.F. CONC. HEADER - SEE DETAILS THIS SHEET S H D 1 4 RADON MITIGATION - OPTIONAL 4" PERFORATED TUBE IN A SOCK RAN UNDER BASEMENT SLAB BURIED IN GRAVEL. RADON PIPE WILL EXTEND VERTICALLY AND TERMINATE THROUGH THE ROOF. A UNIFORM LAYER OF CLEAN AGGREGATE, A MINIMUM OF 4" THICK. THE AGGREGATE SHALL CONSIST OF MATERIAL THAT WILL PASS THOROUGH A 2" SIEVE AND BE RETAINED BY A 1/4" SIEVE Radon BLOCK OUT FOUNDATION WALL 10" DEEP FOR OVERHEAD DOOR EXTEND FOOTINGS MIN. 8" BEYOND END OF WALL Vent Dryer CF1 CW1 C F 1 C W 1 C F 1 C W 1 CF1 4" CONCRETE SLAB 4" CONCRETE SLAB 22'6'-10"14'-2" 22'21' 43' 6 '-4 " 1 9 '-6 " 1 3 '-6 " 7 '-6 " 1 0 ' 1 9 '-6 " 1 2 '-7 " 1 4 '-9 " 5 6 '-1 0 " 8'-3"17'-6" 17'-3"25'-9" 43' 2 5 ' 2 4 '-6 " 2 5 ' 4 9 '-6 " 7 '-4 " 16'-3" 3 '-5 " 17' 4'-4 3/4" 3'-3 1/2" 1 4 '-7 1 /4 " 6'-0 1/2"15'-5 1/2"20'-0 1/2"1'-5 1/2" 5'-3"5'-2" 16'-3" 5 '-1 1 1 /2 " 9 '-8 1 /2 " COLD STORAGE S T H D 1 4 S T H D 1 4S T H D 1 4 S T H D 1 4 PROVIDE A 6" THICK CONC. CAP OVER COLD STORAGE/FRONT PORCH AREA WITH #4GRADE 60 REBAR @ 12" O.C. EACH WAY W/1 1/2" LIP CF1 CW1 CF1 CW1 CF1 CW1 C F 1 C W 1 CF1 CW1 C F 1 C W 1 C F 1 C W 1 C F 1 C W 1 CF1 TREATED LUMBER TO REMAIN COLD STORAGE BLOCK OUT USE TREATED 2X MATERIAL AND LEAVE IN PLACE EXTEND FOOTINGS MIN. 8" BEYOND END OF WALL Foundation JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k A101 F O U N D A T I O N P L A N jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D W 1 0 -4 0 4 0 W 0 9 -4 0 4 0 W 0 8 -4 0 4 0 D27-5068 W07-5050 5 0 6 8 60684068 21068 2 0 6 8 2 1 0 6 8 D17-3068 5 0 6 8 5068 3 0 6 8 3 0 6 8 WINDOW WELL W I N D O W W E L L W I N D O W W E L L W I N D O W W E L L A A501 A A501 A A501 A A501 B A301 B A301 6'-3" X 5'-8" 25'-5" X 14'-8" 15'-2" X 13'-5" 8'-2" X 4'-11" 1503 SQ FT 12'-9" X 12'-3" 12'-9" X 10'-9" LIVING AREA LAUNDRY FAMILY BEDROOM NO. 4 BEDROOM NO. 5 BEDROOM NO. 6 FORCED AIR FURNACE W A T E R M A I N F.D. OUTLINE OF CANTILEVERED FLOOR AT MAIN LEVEL FOR REFERENCE CORRIGATED METAL WINDOW WELL W/ LADDERCORRIGATED METAL WINDOW WELL W/ LADDER CORRIGATED METAL WINDOW WELL W/ LADDER CORRIGATED METAL WINDOW WELL W/ LADDER 30" CABINET W/ 1" FILLER BATH Unfinished Basement only frame load bearing except the following 1. Around furnish room 2. Laundry wall 22'6'-10"14'-2" 22'21' 43' 6 '-4 " 1 9 '-6 " 1 3 '-6 " 7 '-6 " 1 0 ' 1 9 '-6 " 1 2 '-7 " 1 4 '-9 " 5 6 '-1 0 " 8'-3"17'-6" 17'-3"25'-9" 43' 2 5 ' 2 4 '-6 " 2 5 ' 4 9 '-6 " 7 '-4 " 3 '-5 " 3 '-5 " 2 '-4 " 4 '-5 " 7 ' 3 '-5 1 /2 " 2 '-1 1 /2 " 3 '-9 7 /1 6 " 3 '-6 " 3 '-6 " 6'-10"1'-8" 2'-5" 2'-5" 3'-11 1/2"3'-6 1/2" 2 '-1 1 /2 " 2 '-4 1 /4 " 1 '-3 3 /4 " 7'-1"4'-3"4'-6 1/2"3'-1"2'-7"4'-11"16'-6 1/2" 4 '-6 " 3 '-1 1 1 /2 " 1'-3" JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k A102 B A S E M E N T L E V E L P L A N jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D HB HB D01-6068 W02-2640 W03-2640 W04-5040 D05-3068 D02-16080 D 1 6 -6 0 6 8 W06-9650 D 0 6 -3 0 6 8 D 1 2 -3 0 6 8 D 0 9 -1 6 6 8 D11-2068 D 0 7 -2 6 6 8 D08-2668 D14-2668 3068 W 0 5 -5 0 4 0 W 0 1 -3 0 3 0 D04-2868 D13-2668 D10-2268 D15-5068 3 0 X 2 2 A T T I C A C C E S S A A501 A A501 A A501 A A501 11'-9" X 19'-2" 11'-0" X 10'-1" 8 ' - 1 0 " X 9 ' - 0 " 11'-0" X 11'-2" 7'-1" X 9'-0" 16'-3" X 11'-10" 6'-4" X 9'-0" 10'-5" X 5'-6" 21'-0" X 20'-11" 1 2 ' - 2 " X 1 2 ' - 9 " 12'-2" X 7'-11" 1471 SQ FT LIVING AREA BEDROOM NO. 3 GREAT ROOM BEDROOM NO. 2 K I T C H E N M A S T E R B A T H DINING WIC MASTER BEDROOM See Detail For Head Clearance of Stairs r o u g h - i n f o r L a u n d r y DOUBLE CAR GARAGE S T O V E F R I D G E 9' - 0" PLATE W/ VAULT 9' - 0" CEILING HEIGHT 9' - 0" CEILING HEIGHT 9' - 0" CEILING HEIGHT 9' - 0" CEILING HEIGHT 9' - 0" CEILING HEIGHT 9' - 0" CEILING HEIGHT 9 ' - 0 " C E I L I N G H E I G H T 9 ' - 0 " C E I L I N G H E I G H T 9' - 0" CEILING HEIGHT ENTRY 9' - 0" CEILING HEIGHT PORCH 2x62x6 TYPICAL ALL GARAGE WALLS ALL WALLS BETWEEN GARAGE AND HOUSE ARE TO BE 1/2" GYPSUM BOARD - WITH FINISH 11" CONC. STAIRS SEE EXTERIOR ELEVATIONS FOR CULTURED STONE LOCATIONS ANTISPHON AND BACK FLOW PREVENTIVE FREESE LESS HOSE BIB ANTISPHON AND BACK FLOW PREVENTIVE FREESE LESS HOSE BIB 3 6 " C A B I N E T W / 1 " F I L L E R 6 ' C A B I N E T W / 1 " F I L L E R 8 ' - 9 " C A B I N E T S I S L A N D 4 '-3 " C A B I N E T S R I G H T O F S T O V E 3 6 " C A B I N E T DISHWASHER WOODEN STAIRS T i l e B a c k s p l a s h Radon LANDING 36" 4'-11" X 8'-3" BATH HB HB 11'11' 22' 2 0 '-6 " 4 '-6 " 2 1 '-6 " 6 ' 2 5 ' 5 2 '-6 " 7 '-4 " 5 '-4 1 /4 " 5 '-0 3 /4 " 2 '-1 0 " 6 '-6 1 /2 " 1 0 '-4 " 1 1 '-8 " 2 '-5 " 1 0 '-5 " 9 '-4 1 /2 " 1 2 '-7 1 /2 " 5 6 '-1 0 " 3 ' 3'11'-3"3'6'-4 1/2"6'-4 1/2"6'-6"6'-6" 17'-3"12'-9"13' 43' 5'-1 1/2"3'-9 1/2"3'-11"3'-6" 4'-10 1/2"5'-11"10'-5 1/4" 5'-3 1/2" 3'-11 1/2"1'-4"3 1/2" 6'-2"1'-8"1'-7 1/2"1'-10 1/2"3'-2"6'-5 1/2" 4 '-9 " 4 '-8 1 /2 " 2 '-2 1 /2 " 3'-5"3'-3"1'-6 15/16" 7 '-9 " 5 ' 1 0 '-6 " 2' 2 ' 2'-11"8'-5" 2 '-1 1 1 /2 " 3 '-9 1/1 6 " 6"2'-9"3'-3" 7'-1 3/16"7'-4 13/16"6'-6" 21' 5'-4"5'-7 1/2" 4 '-1 1 1 /2 " 5'-11" 1 ' 3 '-6 " 1 '-4 1 /2 " 3 '-6 " 1 '-7 1 /2 " CL 6 '-5 1 /4 " CL 6 '-5 1 /2 " 1'-5" 8 '-2 1 5 /1 6 " 3'-4"3'-7"4'-9"3 '-3 " r o u g h - i n f o r L a u n d r y T i l e B a c k s p l a s h Radon JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k A103 M A I N L E V E L P L A N jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D DOOR SCHEDULE NUMBER LABEL FLOOR SIZE R/O DESCRIPTION ROOM NAME JAMB SIZE COMMENTS D01 D01-6068 1 6068 L EX 72"X80"EXT. SLIDER-GLASS PANEL DINING 3/4"X6 7/16"FULL TEMPERED GLASS DOOR D02 D02-16080 1 16080 195"X97 1/2"OVERHEAD DOOR DOUBLE CAR GARAGE 3/4"X7 3/16"INSULATED DOOR D04 D04-2868 1 2868 R EX 34"X83"EXT. PRE HUNG ENTRY/DOUBLE CAR GARAGE 3/4"X6 1/2"SOLID CORE DOOR W/ CLOSURE 20 MINUTE RATED D05 D05-3068 1 3068 L EX 38"X83"EXT. PRE HUNG ENTRY/PORCH 3/4"X6 7/16"INSULATED D06 D06-3068 1 3068 L EX 38"X83"EXT. PRE HUNG DOUBLE CAR GARAGE 3/4"X6 7/16"INSULATED D07 D07-2668 1 2668 L IN 32"X82 1/2"INT. PRE HUNG BEDROOM NO. 2/ENTRY 3/4"X4 1/2" D08 D08-2668 1 2668 R IN 32"X82 1/2"INT. PRE HUNG MASTER BATH/MASTER BEDROOM 3/4"X4 1/2" D09 D09-1668 1 1668 L IN 20"X82 1/2"INT. PRE HUNG CLOSET/ENTRY 3/4"X4 1/2" D10 D10-2268 1 2268 L IN 28"X82 1/2"INT. PRE HUNG CLOSET/ENTRY 3/4"X4 1/2" D11 D11-2068 1 2068 L IN 26"X82 1/2"INT. PRE HUNG BATH/ENTRY 3/4"X4 1/2" D12 D12-3068 1 3068 L IN 38"X82 1/2"INT. PRE HUNG GREAT ROOM/MASTER BEDROOM 3/4"X4 1/2" D13 D13-2668 1 2668 L IN 32"X82 1/2"INT. PRE HUNG BEDROOM NO. 3/ENTRY 3/4"X4 1/2" D14 D14-2668 1 2668 L IN 32"X82 1/2"INT. PRE HUNG WIC/MASTER BEDROOM 3/4"X4 1/2" D15 D15-5068 1 5068 L/R IN 62"X82 1/2"DOUBLE HINGED-DOOR P04 CLOSET/BEDROOM NO. 2 3/4"X4 1/2" D16 D16-6068 1 6068 L/R IN 74"X82 1/2"DOUBLE HINGED-DOOR P04 CLOSET/BEDROOM NO. 3 3/4"X4 1/2" D17 D17-3068 0 3068 L IN 38"X82 1/2"EXT. PRE HUNG LAUNDRY/UNSPECIFIED 3/4"X12 1/2"INSULATED D27 D27-5068 0 5068 L/R IN 62"X82 1/2"DOUBLE HINGED-DOOR P04 UNSPECIFIED/FAMILY 3/4"X4 1/2" WINDOW SCHEDULE NUMBER MARK SIZE R/O WALL CONDITION QTY EGRESS FLOOR GLAZING TYPE ROOM NAME TEMPERED TOP TYPE FLOOR GLAZING TYPE COMMENTS W01 W01-3030 3030 36 1/2"X36 1/2"2X6 1 1 DOUBLE PANE WITH LOW-E MASTER BATH YES 80"FIXED GLASS 1 .30 U-VALUE OR BETTER FROSTED GLASS FOR PRIVACY W02 W02-2640 2640 30 1/2"X48 1/2"2X6 1 YES 1 DOUBLE PANE WITH LOW-E MASTER BEDROOM 80"SINGLE CASEMENT 1 .30 U-VALUE OR BETTER W03 W03-2640 2640 30 1/2"X48 1/2"2X6 1 YES 1 DOUBLE PANE WITH LOW-E MASTER BEDROOM 80"SINGLE CASEMENT 1 .30 U-VALUE OR BETTER W04 W04-5040 5040 60 1/2"X48 1/2"2X6 1 YES 1 DOUBLE PANE WITH LOW-E BEDROOM NO. 3 80"LEFT SLIDING 1 .30 U-VALUE OR BETTER W05 W05-5040 5040 60 1/2"X48 1/2"2X6 1 YES 1 DOUBLE PANE WITH LOW-E BEDROOM NO. 2 80"LEFT SLIDING 1 .30 U-VALUE OR BETTER W06 W06-9650 9650 114 1/2"X60 1/2"2X6 1 1 DOUBLE PANE WITH LOW-E GREAT ROOM 80"MULLED UNIT 1 .30 U-VALUE OR BETTER SEE DETAIL FOR INDIVIDUAL SIZE W07 W07-5050 5050 60 1/2"X60 1/2"CONC. WALL 1 YES 0 DOUBLE PANE WITH LOW-E UNSPECIFIED 80"LEFT SLIDING 0 .30 U-VALUE OR BETTER BOMAN AND KEMP W08 W08-4040 4040 48 1/2"X48 1/2"CONC. WALL 1 YES 0 DOUBLE PANE WITH LOW-E FAMILY 80"LEFT SLIDING 0 .30 U-VALUE OR BETTER BOMAN & KEMP W09 W09-4040 4040 48 1/2"X48 1/2"CONC. WALL 1 YES 0 DOUBLE PANE WITH LOW-E FAMILY 80"LEFT SLIDING 0 .30 U-VALUE OR BETTER BOMAN & KEMP W10 W10-4040 4040 48 1/2"X48 1/2"CONC. WALL 1 YES 0 DOUBLE PANE WITH LOW-E UNSPECIFIED 80"LEFT SLIDING 0 .30 U-VALUE OR BETTER BOMAN & KEMP JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k A104 S C H E D U L E S jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D Note Schedule WOOD BEAM (6) 16d NAILS EACH SIDE OF BEAM, STAGGERED KING STUD EACH SIDE OF BEAM SOLID BUILT-UP POST BELOW BEAM STRAP BUILT-UP POST BELOW BEAM CONT DBL 2x TOP PLATE W/ LAP SPLICE PER TYPICAL DETAIL FULL - HEIGHT KING STUD EACH SIDE OF BEAM HGA10 CLIP EACH SIDE FULL-HEIGHT KING STUD AT END OF BEAM FULL-HEIGHT KING STUD, OPPOSITE SIDE OF THE BEAM 11 22 33 44 55 66 77 88 99 1010 11 22 33 44 55 66 77 88 99 1010 11 1010 22 99 44 66 11 55 22 44 33 11 22 77 44 11 22 44 11 88 33 NOT TO SCALE TYPICAL BEAM POCKET 7 : 1 2 7 : 127 : 12 7 : 127 : 12 7 : 127 : 12 7 : 12 7 : 12 7 : 1 2 Vault line 3.5 Trayed Ceiling B7 B5 B5 B2B2 B2 B2 B2 B1 B1 B5 1st Floor JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k A105 R O O F P L A N jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D FRONT ELEVATIONFRONT ELEVATION 1/4" = 1' - 0" 2 ' 9 ' 9 '-1 1 /8 " 1 1 '-5 5 /8 " 8 '-9 "1 2 '-2 1 /8 " MAIN LEVEL SUB FLOOR MAIN LEVEL TOP PLATE TOP OF FOUNDATION WALL TOP OF FOUNDATION WALL AT FRONT GARAGE WALL M A I N L E V E L W A L L H E I G H T B A S E M E N T L E V E L F O U N D A T I O N W A L L H E I G H T TOP OF RIDGE FINISH GRADE ATTIC VENT TO BE ROLLED RIDGE VENT INSTALLED PER MANUFACTURES RECOMMENDATIONS LEFT ELEVATIONLEFT ELEVATION 1/8" = 1' - 0" FINISH GRADE JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k A201 E X T E R I O R E L E V A T I O N S jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D REAR ELEVATIONREAR ELEVATION 1/4" = 1' - 0" FINISH GRADE 1/4" = 1' - 0" FINISH GRADE RIGHT ELEVATIONRIGHT ELEVATION JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k E X T E R I O R E L E V A T I O N S A202 jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D 1 1 '-1 0 " 9 '-1 1 " 1 '-1 1 "55 99 66 PORTAL FRAME DETAIL NOT TO SCALE 55 1515 1313 44 1212 33 11 1111 11 88 1010 33 22 1313 1 0 ' M A X H E I G H T P O N Y W A L L H E I G H T 1 2 ' M A X T O T A L W A L L H E I G H T 66 66 1111 77 1111 1313 99 1313 33 1111 1111 1111 1414 Note Schedule (2) 2x SOLE PLATE W? (1) 5/8"Ø ANCHOR BOLTS 2 ROWS OF 16d NAILS AT 3" O.C. 2x BLOCKING AT PANEL SPLICES WITHIN MIDDLE 24" OF PORTAL HEIGHT. 1 ROW OF 8d NAILS AT 3" O.C. EACH PANEL EDGE 2x WOOD FRAMING 7/16" APA RATED SHEATHING 8d NAILING AT 3" GRID ON BEAM AS SHOWN CONCRETE WALL CONT 2x PT SOLE PLATE DBL 2x TOP PLATE FLOOR FRAMING, SEE PLAN HOLDOWN (EMBEDDED IN CONCRETE AND NAILED TO FRAMING) MIN 2" x 4" FRAMING W/ MIN 3/8" WIDD SHEATHING W/8d NAILS AT 3" O.C. ALL FRAMING STRAP TRIMMER TO JACK - STUD WITH MSTC52 9 OPPOSITE SHEATHING) TRIMMER(S) AND KING STUD(S) PER PLAN WOOD HEADER PER PLAN (MIN 3" X 11 1/4") 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 1515 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 1515 1 SW 1 SW 2 SW 2 SW PFPF S H D 1 4 S H D 1 4S H D 1 4 S H D 1 4 S H D 1 4 1'-9"2'-6"8'-9"2'-6"1'-9"1'-7 1/2"9'-6"1'-7 1/2"3'-6 1/4"5'-11 1/2"3'-6 1/4" 1 0 '-4 " 1 6 '-1 1 1 /4 " 5 ' 3 '-1 0 3 /4 " 3 ' 1 7 '-8 " 4'-7 3/16"5'4'-10 13/16"1'-9"3'1'-9"3'16'3' 4 6 '-6 " 3 ' 3 ' 9 ' 1 9 '-4 " 1 SW 1 SW TYPICAL ALL WALLS AT MAIN LEVEL UNLESS NOTED OTHERWISE 2 SW 2 SW 2 SW 2 SW JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 A300 S H E A R W A L L A N D H O L D O W N C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D 1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4" TYPICAL FLOOR SHEATHING: 3/4" APA RATED FLOOR SHEATHING W/ 10d NAILS AT 6" o/c AT PANEL EDGES AND BOUNDARY AND 12" o/c IN THE FIELD 11-7/8" RIM BOARD AROUND PERIMETER OF FOUNDATION WALL AS SHOWN HOLD BACK RIM BOARD FOR PORCH CAP LEDGE B 8B8 RIM BOARD RIM BOARD B4 B4 AREA OF SHEATHING THAT OVERHANGSLVL BELOW TOILET PENATRATION TOILET PENATRATION 11 7/8" TJI JOIST PER MANUFACTURE START POINT 16" o.c. Foundation JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k A401 jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G T Y P I C A L D E T A I L S W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D 6 1 /2 " 1 1 '-6 1 5 /1 6 " 9 '-1 1 /8 " 1 '-2 1 /8 " 8 '-8 " TYPICAL ROOF ASSEMBLY: ASPHALT SHINGLES ROOFING UNDERLAYMENT 7/16" OSB PLYWOOD ROOF SHEATING W/ CLIPS PRE-MANUFACTURED ROOF TRUSSES AT 24" o.c. - WEBS DESIGNED BY TRUSS MANUF. 12 7 BLOWN BLANKET ATTIC INSULATION PROVIDE ICE BARRIER CONSISTING OF (2) LAYERS UNDERLAYMENT CEMEMNTED TOGETHER OR A RUBBER TYPE PRODUCT EXTENDING FROM THE EAVES EDGE TO A POINT 2' - 0" INSIDE THE EXTERIOR WALL LINE METAL FASCIA OVER SUB FASCIA PERFORATED METAL SOFFIT WEATHER BARRIER SEE EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES 12 3.5 1/2" GYPSUM GOARD TYPICAL ALL CEILINGS INTERIOR WALLS TO BE 2x4 OR 2x6 FRAMING AT 16" o.c. 1/2" GYPSUM BOARD TAPED, TEXTURED AND PAINTED BLOWN BLANKET WALL INSULATION INSULATE ALONG RIM BOARD #4 AT 18" o.c. 1/2" GYPSUM GOARD TYPICAL ALL CEILINGS MAIN LEVEL FLOOR FRAMING - SEE FLOOR FRAMING PLAN BEAM - SEE PLAN MAIN LEVEL - FLOOR FRAMING PLAN 4" CONC. SLAB ON GRADE NOTE: SHORE AT MID SPAN BEFORE PLACING CONC. COLD STORAGE PRESSURE TREATED SILL PLATES TYPICAL IN BASMENT PROVIDE AIR SPACE BETWEEN CONC. FOUNDATION WALL AND WOOD STUD WALL FRAMING TYPICAL EZTERIOR BASEMENT WALL TO BE 2x4 FRAMING AT 16" o.c. WITH R-11 BATT INSULATION AND 6 MIL. POLY VAPOR BARRIER METAL SOFFIT BEAM - SEE ROOF PLAN FOR SIZE DOUBLE #4'S CONTINOUS 3" FROM TOP OF WALL FOUNDATION DAMP PROOFING SEE CONC. WALL SCHEDULE FOR REBAR SIZE AND SPACING House Cross Section 2 JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k A501 jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G B U I L D I N G S E C T I O N S W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D DN HB HB UP UP WP R 4 GFCI 3 WP SD EP DC SD DM A T AV Control C5/TV C5TV T SPSP DESCRIPTION SYMBOL ELECTRICAL - DATA - AUDIO LEGEND Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce Chandelier Light Fixture 240V Receptacle 110V Receptacles: Duplex, Weather Proof, GFCI Switches: Single Pole, Weather Proof, 3-Way, 4-Way Switches: Dimmer, Timer Audio Video: Control Panel, Switch Wall Jacks: CAT5, CAT5 + TV, TV/Cable Telephone Jack Intercom Thermostat Door Chime, Door Bell Button Smoke Detectors: Ceiling Mounted, Wall Mounted Electrical Breaker Panel Speakers: Ceiling Mounted, Wall Mounted Fluorescent Light Fixture 3 0 X 2 2 A T T I C A C C E S S 4 GFCI GFCI 3 R R R R SD SD CO/SD SD SD C5/TV CD CW DW RA R GD T DC 3 R R R R R R RR RR GFCI R R R 3 GFCI GFCI GFCI 4 3 WP WP R C5/TV LIVING AREA 3-LIGHT 3-LIGHT 3-LIGHT BARE BULBBARE BULB 3-LIGHT P O W E R I N A T T I C F O R F U T U R E R A D O N V E N T ELECTRICAL, DATA, & AUDIO NOTES: HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE, DATA, PHONE, AUDIO, ETC. ELECTRICAL NOTES: 1.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. ORG.F.I.C. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 2.PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 3.CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE INSTALLATION. 4.FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH HOME OWNER. 5.FIXTURES TO BE SELECTED BY HOME OWNER. 6.PROVIDE A 110 VAC OUTLET WITHIN 25' OF A/C UNIT. 7.ALL LIGHTS IN CLOSET CHALL COMPLY WITH CURRENT NEC CODE 8.BUBBLE COVERS SHALL BE INSTALLED ON ALL EXTERIOR CFI ELECTRICAL OUTLETS 9.BRANCH CIRCUITS SUPPLYING 125 VOLT, SINGLE PHASE, 15-20 AMPERE RECEPTECLE OUTLETS INSTALLED IN BEDROOMS SHALL E PROTECTED BY ARC-FAULTS CIRCUITS INTERRUPTERS (AFCI) COMBINATION TYPE AUDIO: 1.LOCATE SPEAKERS AND AUDIO CONTROLS AS INDICATED IN THE PLAN; RUN CIRCUIT OF SPEAKER WIRING TO AUDIO HOME PANEL SPECIFIED BY FLOOR; 2.AUDIO SPEAKERS TO BE APPROVED BY HOME OWNER; 3.LOCATE JACKS AS INDICATED IN THE PLAN; INSTALL DATA / CABLE PANEL SIMILAR TO "ON Q". SYSTEM TO BE APPROVED BY HOME OWNER. DATA / CABLE: LOCATE SECURITY PANELS AS INDICATED IN THE PLAN; SYSTEM TO BE APPROVED BY HOME OWNER. UP DATA EP CW CD C5/TV SD SD SD SD CO/SD 3 4 GFCI RRRR RRRR R R R 3-LIGHT 3-LIGHT 3-LIGHT 3-LIGHT 3-LIGHT Min. Wiring Required By Code Unfinished Basement JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " R X - 0 1 2 5 9 S t o n e D r . S J .K i l l p a c k E101 jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G E L E C T R I C A L P L A N W W W .N E W P E A K C C .C O M R o c k c h u c k 1 2 5 9 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01259 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0127 Rockchuck RX01259.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D