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HomeMy WebLinkAboutAPPROVED PLANS - 21-00434 - 1268 Stone Dr - New SFRAuthor Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Description : 1268 Stone Dr - New SFR Address : Record Type : New Single Family Residence Document Filename : 21_0610 RX01268 Blues AHJ Set.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00434 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 1 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector Pg 1 Free text Larry Beesley : Building Open 1 2018 IRC Building Code Pg 2 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector Pg 2 Ellipse Larry Beesley : Building Open 2 Pg 2 Ellipse Larry Beesley : Building Open 2 Pg 2 Ellipse Larry Beesley : Building Open 2 Pg 2 Free text Larry Beesley : Building Open 2 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 Pg 2 Line Larry Beesley : Building Open 2 3 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector 3 Free text Larry Beesley : Building Open 3 The insulation will be done using prescriptive method 4 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector 5 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector 6 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector 7 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector New Single Family Residence This plan is approved with conditions, steal need the Truss specks and floor joist specks as soon as possible. Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 8 Stamp Larry Beesley : Building Open 8 Approved - Building Inspector 9 Stamp Larry Beesley : Building Open 9 Approved - Building Inspector 9 Free text Larry Beesley : Building Open 9 Street Number Displayed on House 9 Free text Larry Beesley : Building Open 9 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) 9 Free text Larry Beesley : Building Open 9 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. 10 Stamp Larry Beesley : Building Open 10 Approved - Building Inspector 10 Free text Larry Beesley : Building Open 10 Minimum Frost Depth Ground Surface to Bottom of Footing 36" 10 Free text Larry Beesley : Building Open 10 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. 10 Free text Larry Beesley : Building Open 10 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Pg 11 Stamp Larry Beesley : Building Open 11 Approved - Building Inspector Pg 12 Stamp Larry Beesley : Building Open 12 Approved - Building Inspector Pg 12 Polyline Larry Beesley : Building Open 12 Pg 12 Free text Larry Beesley : Building Open 12 Stair Rise/Run (7 3/4' max. rise & 10" min. tread, nosing req'd if <11") Pg 13 Stamp Larry Beesley : Building Open 13 Approved - Building Inspector Pg 13 Free text Larry Beesley : Building Open 13 CO SD Pg 13 Line Larry Beesley : Building Open 13 Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) SS 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A 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 T E E W I N O T M O D E L 1 2 6 8 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 A201 BASEMENT LEVEL PLAN A202 BASEMENT DIMENSIONED PLAN A301 MAIN LEVEL PLAN A302 MAIN FLOOR DIMENSION PLAN A500 SCHEDULES A600 ROOF PLAN A700 EXTERIOR ELEVATIONS A701 EXTERIOR ELEVATIONS A800 SHEARWALL AND HOLDOWN A801 BUILDING SECTIONS E101 ELECTRICAL PLAN C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 2018 IRC Building Code 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 . 36"X36"X10" FOOTING W(4) #4 BARS EACH WAY 36"X36"X10" FOOTING W(4) #4 BARS EACH WAY 36"X36"X10" FOOTING W(4) #4 BARS EACH WAY 36"X36"X10" FOOTING W(4) #4 BARS EACH WAY 36"X36"X10" FOOTING W(4) #4 BARS EACH WAY 4" CONCRETE SLAB 4" CONCRETE SLAB BLOCK OUT FOUNDATION WALL FOR 4'-0" x 4'-0" WINDOW UNITE - VERIFY R.O. HEAD HEIGHT - 6'-8" A.F.F. CONC. HEADER - SEE DETAILS THIS SHEET BLOCK OUT FOUNDATION WALL FOR 4'-0" x 4'-0" WINDOW UNITE - VERIFY R.O. HEAD HEIGHT - 6'-8" A.F.F. CONC. HEADER - SEE DETAILS THIS SHEET 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 SLOPE GARAGE FLOOR 2" BACK TO FRONT POCKET BEAM INTO WALLS PER TYPICAL BEAM POCKET DETAIL PROVIDED S H D 1 4 S H D 1 4 S H D 1 4 S H D 1 4 S H D 1 4 S H D 1 4 G UFER GROUND LOCATION 10'-8"4'-1 1/2"6'-6"5'-6"10'-4"10'-4" 12'20'-8"6'-4"10'-8"10'-4" 60' 6'-4" 34'-4"13'-8" 48' 12' 2 0 '-3 " 3 '-9 " 2 4 ' 2 4 ' 2 ' 5 0 ' 1 0 ' 2 ' 1 6 '-6 " 7 ' 1 4 '-6 " 4 0 ' 2 0 ' 48' 1 7 '-7 " 3 '-1 1 " 8 '-6 " 12'-5 1/2"6'-11"6'-4"22'-3 1/2" BLOCK OUT FOUNDATION WALL 10" DEEP FOR OVERHEAD DOOR EXTEND FOOTINGS MIN. 8" BEYOND END OF WALL EXTEND FOOTINGS MIN. 8" BEYOND END OF WALL EXTEND FOOTINGS MIN. 8" BEYOND END OF WALL EXTEND FOOTINGS MIN. 8" BEYOND END OF WALL FOUNDATION NOTES: ALL FOOTINGS ARE CF2 UNLESS OTHERWISE NOTED ALL CONCRETE WALLS ARE CW1 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 W H W06-4040 W05-4040 W05-4040 3068 D 1 2 2 6 6 8 D 1 2 2 6 6 8 D 1 2 2 6 6 8 D 1 2 2 6 6 8 D 1 3 6 0 6 8 D156068 D146068 UP WINDOW WELLWINDOW WELL W I N D O W W E L L 1" DIA. WATER LINE LOCATION 1 " D I A . W A T E R L I N E L O C A T I O N SS E1 A700 E1 A700 E2 A701 E2 A701 E3 A701 E3 A701 E4 A700 E4 A700 E5 A801 E5 A801 1 A801 1 A801 1 A801 1 A801 1629 SQ FT 31'-4" X 19'-4" 642 SQ FT 11'-3" X 6'-8" 75 SQ FT LIVING AREA GARAGE UTILITY BASEMENT TO BE UNFINISHED ONLY FRAMING LOAD BEARING WALLS AND UTILITY ROOM ADD HORIXONTAL BLOCKING HALFWAY UP ON THOSE WALLS ROUGH IN PLUMBING ONLY ALL BEAMS BELOW FLOOR SYSTEM INFILL RO AND DRYWALL OVER 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A J .K i l l p a c k A201 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 The insulation will be done using prescriptive method W H W06-4040 W05-4040 W05-4040 3068 D 1 2 2 6 6 8 D 1 2 2 6 6 8 D 1 2 2 6 6 8 D 1 2 2 6 6 8 D 1 3 6 0 6 8 D156068 D146068 10'-8"4'-1 1/2"6'-6"5'-6"10'-4"10'-4" 12'20'-8"6'-4"10'-8"10'-4" 60' 6'-4" 34'-4"13'-8" 48' 12' 2 0 '-3 " 3 '-9 " 2 4 ' 2 4 ' 2 ' 5 0 ' 1 0 ' 2 ' 1 6 '-6 " 7 ' 1 4 '-6 " 4 0 ' 2 0 ' 2'-5 1/4" 1 6 '-1 1 " 1 1 '-9 " 12'-7 1/2"6'-9"6'-4"22'-3 1/2" 15'-9"8'-7 1/2" 4 ' - 1 0 1 / 4 " 1 '-3 1 /2 " 7'-8" 3'-10 1/4"4'-1 3/4" 2 '-5 " 6'-7"3'-5 3/4"2'-11 1/2"10'-4 3/4" 6 '-2 1 /4 " 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 B A S E M E N T D I M E N S I O N E D P L A N A202 DN W03-4040 W07-6068 W02-2630 W01-4040 W03-4040 W04-4040 D2-3068 D10-16080 D11-9080 D 1 7 -3 0 6 8 3 1 3 0 D2-3068 D 4 -2 8 6 8 D7-2068 D16-2668 D18-5068 D18-5068 D 1 6 -2 6 6 8 D9-4068D16-2668 D 6 -2 6 6 8 2 6 6 8 D 5 - 4 7 6 8 D 7 - 2 0 6 8 DN 42 42 E1 A700 E1 A700 E2 A701 E2 A701 E3 A701 E3 A701 E4 A700 E4 A700 E5 A801 E5 A801 1 A801 1 A801 1 A801 1 A801 6' 5 ' 31'-8" X 19'-6" 656 SQ FT 12'-0" X 12'-11" 175 SQ FT 6'-0" X 8'-5" 48 SQ FT 10'-0" X 11'-3" 120 SQ FT 6'-1" X 6'-3" 38 SQ FT 10'-0" X 11'-10" 120 SQ FT 19'-8" X 7'-10" 122 SQ FT 4'-11" X 10'-3" 56 SQ FT 1629 SQ FT 9'-11" X 3'-1" 31 SQ FT 9'-8" X 13'-3" 121 SQ FT 6'-2" X 8'-0" 49 SQ FT LIVING AREA GARAGE STAIRWELL PORCH BEDROOM BEDROOM BATH LAUNDRY/MUD CLOSET MASTER BATH MASTER BDRM O P T I O N A L 2 .5 /1 2 V A U L T C E I L I N G 42" HALF WALL SINGLE STACK DOUBLE STACK TWO SHELVES @ 48" @ 64" DOUBLE STACK SINGLE ROD DOUBLE STACK 4 STACK LINEN 5 STACK PANTRY OPT. 8' DROP ZONE OPT. SHELVES SINGLE STACK OPTIONAL GARAGE TRELLIS OFFICE 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A J .K i l l p a c k A301 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 W03-4040 W07-6068 W02-2630 W01-4040 W03-4040 W04-4040 D2-3068 D10-16080 D11-9080 D 1 7 -3 0 6 8 3 1 3 0 D2-3068 D 4 -2 8 6 8 D7-2068 D16-2668 D18-5068 D18-5068 D 1 6 -2 6 6 8 D9-4068D16-2668 D 6 -2 6 6 8 2 6 6 8 D 5 - 4 7 6 8 D 7 - 2 0 6 8 2 4 ' 2 4 ' 2 ' 5 0 ' 1 0 ' 4 0 ' 5 2 ' 12'20'-8"6'-4"10'-8"10'-4" 60' 6'-4" 1 3 '-8 1 /2 " 1 0 '-3 1 /2 " 2 0 '-3 " 3 '-9 " 2 ' 1 0 ' 10'-9 1/2"20'-5"4'-3"12'-6 1/2" 48' 12' 2 ' 1 2 '-4 " 2 '-5 " 8 '-9 1 /2 " 2 '-5 " 1 2 '-0 1 /2 " 4 0 ' 2 0 ' 3 '-8 " 3 '-2 " 2 '-4 " 5 '-3 " 5'6'-1 3/4" 3'-8"6'-1" 5'-5 3/4"10'-5 1/2"11'-4 1/4"14'-2 1/2"6'-6" 3'-11 1/16"3'-0 15/16" 4 '-3 " 1 0 '-1 1 3 /4 " 1 '-1 1 3 /4 " 3 '-1 1 1 /2 " 1 '-7 1 /2 " 5 ' 5'-5 1/2"6'-5 1/4"8'-3 3/4" 10'-7" 5' 17'-3 13/16" 2'-3 13/16" 2 '-3 1 3 /1 6 " 2 ' - 7 1 / 2 " 1 4 '-5 1 /2 " 6 '-0 1 /4 " 4 '-4 " 2 '-4 1 /2 " 1 0 '-9 3 /4 " 2 ' 3 '-8 " 4 '-8 " 7 " 6 ' - 3 5 / 1 6 " 1'-11"2'-0 1/2"4 1/4"4'-7 3/4"7 1/4" 11 3/4" 2 '-8 1 /2 " 4 '-0 1 /2 " 3'-6"3'-4" 3'-6"3'-4" 6' 5 ' 42" HALF WALL 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A J .K i l l p a c k A302 M A I N F L O O R D I M E N S 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION WALL CONDITION COMMENTS MANUFACTURER MODEL/STYLE D2 D2-3068 2 1 3068 36 "80 "38"X83"EXT. HINGED-DOOR E20 2X6 D4 D4-2868 1 1 2868 32 "80 "34"X82 1/2"HINGED-DOOR P04 2X4 D5 D5-4768 1 1 4768 54 5/8 "80 "56 5/8"X82 1/2"DOUBLE HINGED-GLASS PANEL 2X4 D6 D6-2668 1 1 2668 30 "80 "32"X82 1/2"BARN-DOOR P04 2X4 D7 D7-2068 2 1 2068 24 "80 "26"X82 1/2"HINGED-DOOR P04 2X4 D9 D9-4068 1 1 4068 48 "80 "50"X82 1/2"DOUBLE HINGED-DOOR P04 2X4 D10 D10-16080 1 1 16080 192 "96 "195"X97 1/2"GARAGE-LP - CLOSED D11 D11-9080 1 1 9080 108 "96 "111"X97 1/2"GARAGE-LP - CLOSED D12 D122668 4 0 2668 L IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X4 D13 D136068 1 0 6068 L/R IN 72 "80 "74"X82 1/2"DOUBLE HINGED-DOOR P04 2X4 D14 D146068 1 0 6068 R IN 72 "80 "74"X82 1/2"SLIDER-DOOR P04 2X4 D15 D156068 1 0 6068 L IN 72 "80 "74"X82 1/2"SLIDER-DOOR P04 2X4 D16 D16-2668 3 1 2668 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X4 D17 D17-3068 1 1 3068 36 "80 "38"X83"EXT. HINGED-SLAB 2X6 D18 D18-5068 2 1 5068 60 "80 "62"X82 1/2"SLIDER-DOOR P04 2X4 WINDOW SCHEDULE 3D PERSPECTIVE MARK QTY WINDOW SIZE R/O HEAD HEIGHT FLOOR LOCATION WALL CONDITION DESCRIPTION GLAZING TYPE EGRESS TEMPERED NOTES AREA, ACTUAL (SQ FT) W01 1 4040 48"X48"80"1 MASTER BDRM 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 15.67 W02 1 2630 30"X36"80"1 UNSPECIFIED 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 7.27 W03 2 4040 48"X48"80"1 BEDROOM 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 15.67 W04 1 4040 48"X48"80"1 OFFICE 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 15.67 W05 2 4040 48 1/2"X48 1/2"80"0 UNSPECIFIED/UNSPECIFIED 8 CONC.LEFT SLIDING .30 U-VALUE OR BETTER 16.0 W06 1 4040 48 1/2"X48 1/2"80"0 UNSPECIFIED 8 CONC.LEFT SLIDING .30 U-VALUE OR BETTER 16.0 W07 1 6068 74"X83"80"1 UNSPECIFIED/DECK 2X6 EXT. SLIDER-GLASS PANEL YES 40.0 TOTALS:157.95 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A J .K i l l p a c k A500 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 12 5 : 1 2 5 : 125 : 12 1' 1 ' 1 ' 1 ' O P T I O N A L 2 .5 /1 2 V A U L T C E I L I N G 1st Floor 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 12 5 : 1 2 5 : 125 : 12 1' 1 ' 1 ' 1 ' 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A J .K i l l p a c k A600 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 W03-4040 W04-4040 W06-4040 1220 W04-4040 D2-3068 D10-16080D10-16080 1220 D10-16080 D11-9080D10-16080 D11-9080 ATTIC VENT TO BE ROLLED RIDGE VENT INSTALLED PER MANUFACTURES RECOMMENDATIONS FRONT ELEVATIONFRONT ELEVATION 1/4" = 1' - 0" 9 '-1 1 /8 " 9 ' 4 ' TOP OF RIDGE 17' - 5" MAIN LEVEL SUB FLOOR TOP OF FOUNDATION WALL MAIN LEVEL TOP PLATE 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 E1E1 W03-4040 W04-4040 W06-4040 1220 W04-4040 D2-3068 D10-16080D10-16080 1220 D10-16080 D11-9080D10-16080 D11-9080 LEFT ELEVATIONLEFT ELEVATION 1/4" = 1' - 0" B-VENT LOCATION DRYER VENT LOCATION BATHROOM EXHAUST FAN 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A J .K i l l p a c k A700 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 Street Number Displayed on House Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. W01-4040 W02-2630 W01-4040 W05-4040 W03-4040 W07-6068 W05-4040 REAR ELEVATIONREAR ELEVATION 1/4" = 1' - 0" W01-4040 W02-2630 W01-4040 W05-4040 W03-4040 W07-6068 W05-4040 D17-3068D17-3068 RIGHT ELEVATIONRIGHT ELEVATION 1/4" = 1' - 0" D17-3068D17-3068 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A 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 A701 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 Minimum Frost Depth Ground Surface to Bottom of Footing 36" Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) 1 SW 1 SW TYPICAL ALL WALL AT MAIN LEVEL UNLESS NOTED OTHERWISE 6' 5 ' PFPF PFPF 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 PORTAL FRAME DETAIL 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A 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 T E E W I N O T M O D E L 1 2 6 8 S T O N E D R R E X B U R G , I D 8 3 4 4 0 A800 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 W07-6068D16-2668 W02-2630 D7-2068 D7-2068 (3) 14" L.S.L. STRINGERS PER STAIR WELL - TYPICAL 6 '-8 " 9'-11 3/16" (3) 14" L.S.L. STRINGERS PER STAIR WELL - TYPICAL 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 M I N I M U M H E A D R O O M R E Q U I R E D (3) 14" L.S.L. STRINGERS PER STAIR WELL - TYPICAL STAIR WELL ROUGH OPENING W07-6068D16-2668 W02-2630 D7-2068 D7-2068 STAIRWELL DETAIL 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. 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 #4 AT 18" o.c. TYPICAL EXTERIOR BASEMENT WALL TO BE 2x4 FRAMING AT 16" o.c. WITH INSULATION AND NO VAPOR BARRIER PRESSURE TREATED SILL PLATES TYPICAL IN BASMENT PROVIDE AIR SPACE BETWEEN CONC. FOUNDATION WALL AND WOOD STUD WALL FRAMING 1/2" GYPSUM GOARD TYPICAL ALL CEILINGS 1/2" GYPSUM BOARD TAPED, TEXTURED AND PAINTED BLOWN BLANKET WALL INSULATION INSULATE ALONG RIM BOARD BLOWN BLANKET ATTIC INSULATION 1/2" GYPSUM GOARD TYPICAL ALL CEILINGS BEAM - SEE PLAN MAIN LEVEL - FLOOR FRAMING PLAN INTERIOR WALLS TO BE 2x4 OR 2x6 FRAMING AT 16" o.c. 4" CONC. SLAB ON GRADE SEE EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES METAL SOFFIT BEAM - SEE ROOF PLAN FOR SIZE HAND BUILD RAFTERS 2x6 DOUGH FIR. DOUBLE #4'S CONTINOUS 3" FROM TOP OF WALL FOUNDATION DAMP PROOFING SEE CONC. WALL SCHEDULE FOR REBAR SIZE AND SPACING NOTE: SEE RESCHECK FOR INSULATION VALUES BUILDING CROSS SECTION 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A J .K i l l p a c k A801 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 E5E5 11 Stair Rise/Run (7 3/4' max. rise & 10" min. tread, nosing req'd if <11") CD Clothes Dryer CW Clothes Washer DW Dishwasher RA E l e c t r i c R a n g e GD Garbage Disposal MMicrowave R R e f r i g e r a t o r C5/TV C5/TV EP E l e c t r i c a l P a n e l T T h e r m o s t a t Exhaust Exhaust Exhaust CO/SD CO/Smoke Detector CO/SD CO/Smoke Detector CO/SD CO/Smoke Detector CO/SD CO/Smoke Detector CO/SD CO/Smoke Detector 3-LIGHT 3-LIGHT 4-LIGHT Bare Bulb Bare Bulb Bare Bulb 2-LIGHT 2-LIGHT E X T E R I O R EXTERIOR FAN LIGHT COMBO R 6" Can R 6" Can R 6" Can R 6" Can 3-LIGHT R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can FAN LIGHT COMBO R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can 2-LIGHTR 6" Can R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can 2-LIGHT 2-LIGHT 2 L .V A N I T Y 2 L .V A N I T Y 3 L.VANITY R 6" Can Vapor R 6" Can Vapor GFCI GFCI GFCI GFCI GFCI GFCI GFCIGFCI GFCI GFCI 3 3 3 3 3 3 3 3 3 R 6" Can R 6" Can 4 4 4 3 R 6" Can R 6" Can R 6" Can 1st Floor W H AV Control CO/SD CO/Smoke Detector Exhaust Bare Bulb Bare Bulb Bare Bulb Bare Bulb Bare Bulb ELECTRICAL AS REQUIRED BY CODE 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: 6 /1 0 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 5 8 S T O N E S A 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 T E E W I N O T M O D E L 1 2 6 8 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/10 OnDeck/RX01268 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0609 RX01227 Teewinot.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 CO SD