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HomeMy WebLinkAboutPLANS - 21-00263 - 1248 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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 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 E102 ELECTRICAL PLAN C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 4 5 0 s q f t 5 5 4 .2 2 s q f t 1 6 4 .3 4 s q f t 1 0 0 s q f t E W P E A K 3 1 .2 9 ' N 4 6 ° 5 8 ' 4 "E 4 1. 0 4' N 4 3 ° 3' 6" W 5 6 .8 7 ' N 4 6 ° 5 8 ' 4 "E 288.77' N89° 45' 52"E 9 0 ' S 0 ° 1 4 ' 8 "E 325.57' S89° 45' 52"W 0 ' - 0 " 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 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 D R A I N A G E D R A I N A G E 2' 1 0 ' 2' 1 7 .5 ' 36' 1 6 .3 3 ' 15.25' 2 2 .1 7 ' 20.75' 1 1 ' 15'8.75' 2 2 .1 7 ' 23.75' 2 2 .1 7 ' 2' 1 0 ' 2' 1 7 .5 ' 36' 1 6 .3 3 ' 15.25' 2 2 .1 7 ' 20.75' 1 1 ' 15'8.75' 2 2 .1 7 ' 23.75' 2 2 .1 7 ' E / L G G S S C / W D R A I N A G E 7 '-5 1 5 /1 6 " 7 '-6 " 25' 1 6 ' 2'20'-9"23'-9" 46'-6" 9 '-6 " 1 '-6 " 1 0 ' 1 7 '-6 " 36' 8'-6" 2 2 '-2 " 1 6 '-4 " 3 8 '-6 " 2'20'-9"23'-9" 46'-6" 9 '-6 " 1 '-6 " 1 0 ' 1 7 '-6 " 36' 8'-6" 2 2 '-2 " 1 6 '-4 " 3 8 '-6 " 25'-0 1/16"5'7' 2 6 '-1 1 /4 " 2 5 '-4 1 /2 " P L O T P L A N 3 /3 2 " = 1 ' - 0 " S I T E P L A N 3 /3 2 " = 1 ' - 0 " 1 6 ' U T I L I T Y E A S E M E N T G A R A G E H O U S E S E T B A C K L I N E U T I L I T Y E A S E M E N T T O P O F F O U N D A T I O N 4 ' - 4 " T O P O F G A R A G E F F 2 ' - 2 " 7 ' L a n d s c a p e S t r i p P R O P E R T Y B O U N D A R Y U T I L I T Y E A S E M E N T P R O P E R T Y S E T B A C K P O W E R N A T U R A L G A S S E W E R 4 " W A T E R S E R V I C E X ' - X X /X " S P O T E L E V A T I O N D R A I N A G E A R R O WLEGEND 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 . SSSS S S S S 422080 WINDOW WELL WINDOW WELL W I N D O W W E L L G UFER GROUND LOCATION 36"X36"X10" FOOTING W(4) #4 BARS EACH WAY 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 S H D 1 4 S H D 1 4 S H D 1 4 S H D 1 4 TIE HOLDOWN STRAP PROVIDE A 6" THICK CONC. CAP OVER COLD STORAGE/FRONT PORCH AREA WITH #4GRADE 60 REBAR @ 12" O.C. EACH WAY 5'-6"5'-6" 11'-1"11'-1" 22'-2"16'-4" 38'-6" 5 '-8 " 8 '-8 " 6 '-3 "3 6 ' 4 6 '-6 " 8 '-6 " 2 ' 5'-8"11'-10" 17'-6"10'11' 38'-6" 2 ' 1 5 '-5 " 5 '-4 " 2 3 '-9 " 2 2 '-9 " 2 3 '-9 " 24'-1 3/4"11'-6 1/4"2'-10" 13'-5"14'-5"10'-8" 4 6 '-6 " 1 4 '-6 1 /4 " SLOPE GARAGE FLOOR 4" BACK TO FRONT BLOCK OUT FOUNDATION WALL 10" DEEP FOR OVERHEAD DOOR C F 2 C W 1 CF1 C F 2 C W 1 CF2 CW1 CF2 CW1 Rough In 4" CONCRETE SLAB 4" CONCRETE SLAB POCKET BEAM INTO WALLS PER TYPICAL BEAM POCKET DETAIL PROVIDED CF1 12" Thick 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 4868 2 6 6 8 W 1 0 -4 0 4 0 W10-4040 W10-4040 UP E1 A201 E1 A201 E2 A202 E2 A202 E3 A202 E3 A202 E4 A201 E4 A201 E5 A801 E5 A801 1 A801 1 A801 1 A801 1 A801 6'-7"5'-2 1/2" 20'-10" X 23'-1" 481 SQ FT 1078 SQ FT LIVING AREA GARAGE SLOPE GARAGE FLOOR 4" BACK TO FRONT Vent Dryer Bearing Beam Below Floor Joists Rough In 4868 2 6 6 8 5'-6"5'-6" 11'-1"11'-1" 22'-2"16'-4" 38'-6" 5 '-8 " 8 '-8 " 6 '-3 "3 6 ' 4 6 '-6 " 8 '-6 " 2 ' 5'-8"11'-10" 17'-6"10'11' 38'-6" 2 ' 1 5 '-5 " 5 '-4 " 2 3 '-9 " 2 2 '-9 " 2 3 '-9 " 3 '-4 1 /2 " 24'-4 1/2"14'-1 1/2"6'-7"5'-2 1/2" 1 '-7 " 2 '-7 " 3 '-1 0 " 19'-2" 4 6 '-6 " 20'-10" X 23'-1" 1078 SQ FT LIVING AREA GARAGE Bearing Beam Below Floor Joists Rough In 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 E5 A801 E5 A801 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 W03-2630 D02-6068 W 0 2 -2 6 5 0 W01-4040D01-3068 16080 D01-3068 D 0 6 -2 8 6 8 D 0 4 -2 0 6 8 D 0 4 - 2 0 6 8 D 0 7 -3 0 6 8 W 0 2 -2 6 5 0 UP 3 0 X 2 2 A T T I C A C C E S S E1 A201 E1 A201 E2 A202 E2 A202 E3 A202 E3 A202 E4 A201 E4 A201 1 A801 1 A801 1 A801 1 A801 8 1/2"5'-8 1/2"1'-4 1/2"3'-9 3/4"12'-9 1/4"4'-0 1/2" 5 '-7 1 /2 " 1 ' 6' 5 '-3 1 /2 " 2'-6" 21'-2" X 23'-3" 491 SQ FT 978 SQ FT 17'-6" X 14'-9" 255 SQ FT 4'-5" X 7'-1" 29 SQ FT 12'-3" X 3'-4" 40 SQ FT 16'-4" X 6'-0" 98 SQ FT 13'-0" X 13'-2" 182 SQ FT 11'-0" X 14'-7" 152 SQ FT 9'-0" X 16'-7" 149 SQ FT LIVING AREA GARAGE PORCH STAIRWELL FAMILY DINING KITCHEN ENTRY PANTRY D02-6068 D01-3068 16080 D01-3068 D 0 6 -2 8 6 8 D 0 4 -2 0 6 8 D 0 4 - 2 0 6 8 D 0 7 -3 0 6 8 3 0 X 2 2 A T T I C A C C E S S 2 '-2 " 3 '-2 " 14'-7"7'-1 1/2" 3 '-1 0 " 1 '-6 " 4'-11 1/2"5'-5"4'-2 1/2" 4'-9"8'3'-7" 22'-2"16'-4" 38'-6" 2' 2 ' 1 2 '-1 0 1 /2 " 7 '-1 0 1 /2 " 2 3 '-9 " 2 2 '-9 " 2 3 '-9 " 3 '-4 " 2 '-2 " 6 ' 1 4 '-8 " 5 '-6 " 4 '-6 " 5 '-4 " 4 6 '-6 " 1 4 '-6 " 2 ' 5'5'6'5' 2'17'-6"10'11' 40'-6" 8 1/2"5'-8 1/2"1'-4 1/2"3'-9 3/4"12'-9 1/4"4'-0 1/2" 5 '-7 1 /2 " 1 ' 6' 5 '-3 1 /2 " 3 '-4 1 /2 " 2'-6" 4 6 '-6 " 2'-5 1/2" 8'-7 1/4"7'-6" 21'-2" X 23'-3" 978 SQ FT 17'-6" X 14'-9" 4'-5" X 7'-1"12'-3" X 3'-4" 16'-4" X 6'-0" 13'-0" X 13'-2" 11'-0" X 14'-7" 9'-0" X 16'-7" LIVING AREA GARAGE PORCH STAIRWELL FAMILY DINING KITCHEN ENTRY PANTRY E5 A801 E5 A801 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B J .K i l l p a c k A302 U P P E R F L O O R F R A M I N G 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 W04-4040 W05-3040 W06-3030 W09-4040 W07-5016 W08-4040 W08-4040 D14-2468 D 1 3 -6 0 6 8 2 4 6 8 D13-6068 D 1 0 -2 2 6 8 D 1 5 - 2 6 6 8 D 1 5 -2 6 6 8 D 1 5 -2 6 6 8 D08-5068 D03-3068D09-1668D11-2668 D 1 2 -2 0 6 8 30X22 ATTIC ACCESS E1 A201 E1 A201 E2 A202 E2 A202 E3 A202 E3 A202 E4 A201 E4 A201 1 A801 1 A801 1 A801 1 A801 2 '-7 1 /2 " 8'-8"2 '-6 " 5'-2" 13'-6"3'-8"6'-11"3 1/2"5'-5 1/2" 1'-3 1/2"10'-3 1/2" 3' 3'-5" 15'-2" X 19'-1" 269 SQ FT 1212 SQ FT 9'-4" X 11'-0" 85 SQ FT 12'-0" X 11'-0" 132 SQ FT 6'-8" X 11'-0" 73 SQ FT 5'-10" X 11'-0" 64 SQ FT 8'-2" X 5'-0" 40 SQ FT 11'-0" X 13'-0" 139 SQ FT 10'-8" X 9'-4" 100 SQ FT 5'-6" X 8'-7" 69 SQ FT 10'-3" X 3'-4" 34 SQ FT LIVING AREA Slope Ceiling below OPEN BELOW MASTER BDRM MASTER BATHCLOSET LAUNDRY BEDROOM BATH BEDROOM BEDROOM HALL D14-2468 D 1 3 -6 0 6 8 2 4 6 8 D13-6068 D 1 0 -2 2 6 8 D 1 5 - 2 6 6 8 D 1 5 -2 6 6 8 D 1 5 -2 6 6 8 D08-5068 D03-3068D09-1668D11-2668 D 1 2 -2 0 6 8 30X22 ATTIC ACCESS 6'-0 1/4"6'-5 3/4"1'-9"4'-7 1/2" 1 1 '-1 0 " 2 '-7 1 /2 " 8'-8"2 '-6 " 5'-2" 13'-6"3'-8"6'-11"3 1/2"5'-5 1/2" 1'-3 1/2"10'-3 1/2" 6'6'5'-2 1/4"5'-9 3/4"3'-3"3'-3"4'-6"4'-6" 12'11'6'-6"9' 38'-6" 1 1 '-1 0 " 5 '-4 " 2 '-3 1 /2 " 1 3 '-6 1 /2 " 3 3 ' 1 '-6 " 1 9 '-8 " 1 1 '-1 0 " 3 1 '-6 " 2 ' 1 ' 3'7'-1 1/2" 10'-1 1/2"7'-0 1/2"6'-4 1/2"2'-5 1/2"12'-6" 38'-6" 2 '-1 " 3 '-3 1 /2 " 3 '-4 1 /2 " 3' 3'-5" 15'-2" X 19'-1" 1212 SQ FT 9'-4" X 11'-0"12'-0" X 11'-0"6'-8" X 11'-0" 5'-10" X 11'-0" 8'-2" X 5'-0" 11'-0" X 13'-0"10'-8" X 9'-4" 5'-6" X 8'-7" 10'-3" X 3'-4" LIVING AREA Slope Ceiling below OPEN BELOW MASTER BDRM MASTER BATHCLOSET LAUNDRY BEDROOM BATH BEDROOM BEDROOM HALL DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION WALL CONDITION COMMENTS MANUFACTURER MODEL/STYLE D01 D01-3068 2 1 3068 L EX 36 "80 "38"X83"EXT. HINGED-DOOR E20 2X6 D02 D02-6068 1 1 6068 R EX 72 "80 "74"X83"EXT. SLIDER-GLASS PANEL 2X6 D03 D03-3068 1 2 3068 R IN 36 "80 "38"X82 1/2"HINGED-DOOR P04 2X4 D04 D04-2068 2 1 2068 R IN 24 "80 "26"X82 1/2"HINGED-DOOR P04 2X4 D06 D06-2868 1 1 2868 L IN 32 "80 "34"X82 1/2"HINGED-DOOR P04 2X4 D07 D07-3068 1 1 3068 L IN 36 "80 "38"X82 1/2"HINGED-DOOR P04 2X4 D08 D08-5068 1 2 5068 R IN 60 "80 "62"X82 1/2"SLIDER-DOOR P04 2X4 D09 D09-1668 1 2 1668 L IN 18 "80 "20"X82 1/2"HINGED-DOOR P04 2X4 D10 D10-2268 1 2 2268 L IN 26 "80 "28"X82 1/2"HINGED-DOOR P04 2X4 D11 D11-2668 1 2 2668 R IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X4 D12 D12-2068 1 2 2068 R IN 24 "80 "26"X82 1/2"HINGED-DOOR P04 2X4 D13 D13-6068 2 2 6068 R IN 72 "80 "74"X82 1/2"SLIDER-DOOR P04 2X4 D14 D14-2468 1 2 2468 L IN 28 "80 "30"X82 1/2"HINGED-DOOR P04 2X4 D15 D15-2668 3 2 2668 L IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X4 D16 16080 1 1 16080 192 "96 "195"X97 1/2"GARAGE-LP - CLOSED 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 ENTRY/PORCH 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 15.67 W02 2 2650 30"X60"80"1 FAMILY 2X6 SINGLE HUNG .30 U-VALUE OR BETTER 12.19 W03 1 2630 30"X36"80"1 KITCHEN 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 7.27 W04 1 4040 48"X48"80"2 BEDROOM 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 15.67 W05 1 3040 36"X48"80"2 LAUNDRY 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 11.71 W06 1 3030 36"X36"80"2 MASTER BATH 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 8.75 W07 1 5016 60"X18"82"2 MASTER BDRM 2X6 FIXED GLASS .30 U-VALUE OR BETTER 7.23 W08 2 4040 48"X48"82"2 BEDROOM 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 15.67 W09 1 4040 48"X48"82"2 MASTER BDRM 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 15.67 W10 3 4040 48"X48"80"0 UNSPECIFIED 8" CONCRETE LEFT SLIDING .30 U-VALUE OR BETTER BOMAN AND KEMP WINDOW INSERT 16.0 TOTALS:185.69 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 12 2nd Floor 5 : 1 2 5 : 125 : 12 5 : 12 5 : 12 5 : 12 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 W08-4040 16080 W08-4040 16080 W07-5016 W08-4040 D01-3068 16080 W08-4040 D01-3068 16080 W09-4040 W07-5016 W01-4040 D01-3068 W09-4040 D01-3068 ATTIC VENT TO BE ROLLED RIDGE VENT INSTALLED PER MANUFACTURES RECOMMENDATIONS FRONT ELEVATIONFRONT ELEVATION 1/4" = 1' - 0" 8 '-1 1 /8 " 1 '-0 5 /8 " 8 '-1 1 /8 " 8 ' TOP OF RIDGE 23' - 9" 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 UPPER LEVEL TOP PLATE W08-4040 16080 W08-4040 16080 W07-5016 W08-4040 D01-3068 16080 W08-4040 D01-3068 16080 W09-4040 W07-5016 W01-4040 D01-3068 W09-4040 D01-3068 LEFT ELEVATIONLEFT ELEVATION 1/4" = 1' - 0" 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 W06-3030W06-3030 W10-4040 W05-3040 D02-6068 W05-3040 D02-6068 W04-4040 W03-2630 D02-6068 W04-4040 W10-4040 D02-6068 REAR ELEVATIONREAR ELEVATION 1/4" = 1' - 0" W06-3030W06-3030 W10-4040 W05-3040 D02-6068 W05-3040 D02-6068 W04-4040 W03-2630 D02-6068 W04-4040 W10-4040 D02-6068 W02-2650 W10-4040 W02-2650W02-2650 RIGHT ELEVATIONRIGHT ELEVATION 1/4" = 1' - 0" W02-2650 W10-4040 W02-2650W02-2650 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 (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 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 8 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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 RA E l e c t r i c R a n g e R R e f r i g e r a t o r M M i c r o w a v e DW Dishwasher GD Garbage Disposal C5/TV C5/TV C5/TV60" A F F EP E l e c t r i c a l P a n e l T Thermostat CO/SD CO/Smoke Detector Exhaust Bare Bulb Bare Bulb 2-LIGHT EXTERIOR EXTERIOR EXTERIOR EXTERIOR Pendant Pendant R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can R 6" Can 4-LIGHT WP Duplex (weatherproof) WP Duplex (weatherproof) GFCI 3 L.VANITY 2-LIGHT R 6" Can R 6" Can 1st Floor CD C l o t h e s D r y e r C5/TV C5/TV A V C o n t r o l A V D e m a r c a t i o n EP E l e c t r i c a l P a n e l CO/SD CO/Smoke Detector SD SD SD SD Exhaust (light) Exhaust (light) 3-LIGHT 3-LIGHT 4-LIGHT 4-LIGHT 4-LIGHT 2-LIGHT 3-LIGHT 3-LIGHT R 6" Can R 6" Can R 6" Can R 6" Can FAN LIGHT COMBO GFCI GFCI GFCI 2 L .V A N I T Y 2 L .V A N I T Y 3 L.VANITY R 6" Can R 6" Can 2nd Floor EP E l e c t r i c a l P a n e l CO/SD CO/Smoke Detector Bare Bulb Bare Bulb Bare Bulb 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: 4 /2 2 /2 0 2 1 1 /4 " = 1 '-0 " R X - 0 1 2 4 8 S T O N E S B 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 M E D I C I N E B O W 2 C A R B A S E 1 2 4 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/RX01248 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/21_0422 RX01248 Stone SB Medicine Bow.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