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HomeMy WebLinkAboutAPPROVED PLANS - 22-00249 - 1288 Stone Dr - New SFRAuthor Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Description : 1288 Stone Dr - New SFR Address : Record Type : New Single Family Residence Document Filename : 22_0405 RX01288 STONE 05WD QS Woodring Claas jgk version 2.1.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00249 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 2 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector Pg 3 Ellipse Larry Beesley : Building Open 3 Pg 3 Ellipse Larry Beesley : Building Open 3 Pg 3 Ellipse Larry Beesley : Building Open 3 Pg 3 Ellipse Larry Beesley : Building Open 3 Pg 3 Free text Larry Beesley : Building Open 3 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 Pg 3 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector Pg 3 Stamp Larry Beesley : Building Open 3 Prescriptive Insulation Pg 4 Stamp Larry Beesley : Building Open 4 Prescriptive Insulation Pg 4 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector Pg 5 Free text Larry Beesley : Building Open 5 Portal Frame Pg 5 Rectangle Larry Beesley : Building Open 5 Pg 5 Free text Larry Beesley : Building Open 5 Maximum framed wall height 12' New Single Family Residence Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 5 Free text Larry Beesley : Building Open 5 Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) Pg 5 Stamp Larry Beesley : Building Open 5 Prescriptive Insulation Pg 5 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector Pg 6 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector Pg 7 Rectangle Larry Beesley : Building Open 7 Pg 7 Free text Larry Beesley : Building Open 7 Design Requirements: Minimum Roof Live Load 35# per sq. ft., Minimum Wind 85 MPH, Seismic Zone D1 Pg 7 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector Pg 8 Free text Larry Beesley : Building Open 8 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Pg 8 Free text Larry Beesley : Building Open 8 Minimum Frost Depth Ground Surface to Bottom of Footing 36" Pg 8 Stamp Larry Beesley : Building Open 8 Approved - Building Inspector Pg 9 Free text Larry Beesley : Building Open 9 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Pg 9 Stamp Larry Beesley : Building Open 9 Approved - Building Inspector Pg 10 Free text Larry Beesley : Building Open 10 SD Pg 10 Free text Larry Beesley : Building Open 10 SD CO Pg 10 Stamp Larry Beesley : Building Open 10 Prescriptive Insulation Pg 10 Stamp Larry Beesley : Building Open 10 Approved - Building Inspector Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) SS CC REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PROJECT: TITLE: DATE: SIGNATURE: SCALE: U.O.N. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH ANY RELATED WORK. JOB NUMBER: - PAGE: 10/28/2021 1/4" = 1'-0" XX - 00000 AAAAA XX PLAN INDEX COPYRIGHT STAMP PROFESSIONAL SEAL (AS REQUIRED) THESE DRAWINGS, AND THE DESIGN THEY DESCRIBE, ARE COPYRIGHT PROTECTED MATERIALS. STAR BUILDING SUPPLY, INC. AND THE DESIGNER RESERVE ALL RIGHTS. WITH THESE DRAWINGS A COPYRIGHT LICENSE IS GRANTED FOR A SINGLE CONSTRUCTION AT THE ADDRESS ON THESE DRAWINGS AND THAT ADDRESS ONLY. THIS IS A LICENSE TO BUILD, AND DOES NOT INCLUDE A LICENSE TO MODIFY, EXCEPT AS NOTED BELOW. THE FOLLOWING MODIFICATIONS ARE ALLOWED, PROVIDED THEY DO NOT ALTER THE ESSENTIAL CHARACTERISTICS OF THE DESIGN: STRUCTURAL MODIFICATIONS, BRAND SPECIFIC WINDOW SIZING, CHANGES IN MATERIALS, CHANGES TO DOOR TYPES AND SIZES, KITCHEN AND BATH DESIGN WITHIN THE ASSIGNED ROOMS, ELECTRICAL LAYOUT, MINOR INTERIOR CHANGES THAT DO NOT CHANGE THE PLACEMENT OF ROOMS, CHANGES TO EXTERIOR DECKS, AND FOUNDATION CHANGES TO ADAPT TO DIFFERENT TOPOGRAPHY. jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM 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/REFLECTED CEILING A201 EXT. ELEVATIONS FRONT/ RIGHT A202 EXT. ELELVATIONS REAR/LEFT A300 SHEARWALL AND HOLDOWN E101 ELECTRICAL PLAN E102 ELECTRICAL PLAN C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © ALL PLANS PRINTED ON 12X18 ARCH B ARE HALF SCALED A PROJECT BY: G001 COVER PAGE WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S CONSTRUCTION COMPANY ___ / NEWPEAK HOMES JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PROJECT: TITLE: DATE: SIGNATURE: SCALE: U.O.N. JOB NUMBER: - PAGE: 10/28/2021 1/4" = 1'-0" XX - 00000 AAAAA XX jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © ALL PLANS PRINTED ON 12X18 ARCH B ARE HALF SCALEDC001 SITE PLAN WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S ~ NEWPEAK HOMES 2' 2' 1 1/2" 2' 1 1/2" 1 1/2"1 1/2" 15" 3" OPENING CCOONNCCRREETTEE HHEEAADDEERR CLEAR #4 REBAR - TYPICAL OPENING CCOONNCCRREETTEE HHEEAADDEERR CLEAR #4 REBAR - TYPICAL CLEAR CLEAR MIN. 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 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 TIE HOLDOWN STRAP 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 S H D 1 4 S H D 1 4 SLOPE GARAGE FLOOR 4" BACK TO FRONT G UFER GROUND LOCATION 24"X24"X10" FOOTING W(3) #4 BARS EACH WAY 36"X36"X10" FOOTING W(4) #4 BARS EACH WAY PROVIDE A 6" THICK CONC. CAP OVER COLD STORAGE/FRONT PORCH AREA WITH #4GRADE 60 REBAR @ 12" O.C. EACH WAY 1'-2 13/16"9'-4"1'-5 3/16"2'-4"16'-4"2'-4" 12'21'17'11' 61' 13'22'14' 49' 12' 16'-2" 5' 11'-10" 6' 33' 8' 47' 3' 9' 4' 4' 19' 4' 4' 13'-10" 3'-2" 3' 35' 20' 4' 59' 23'-5 1/4" 1'-4" 8'-11 1/4" 4'-0 3/4"1'-4"7'-1 1/4" 4'-5 3/4" 1'-4" 7'-7 1/2" 1'-4" 1'-2"10'-11 3/4"2'5'-6 1/2"6"2'6" 17'-7 3/4" 1'-4" 16'-8 1/4" 5'-10" 3' 1'-5 3/4" 8'-8" 13'-8" BLOCK OUT FOUNDATION WALL 10" DEEP FOR OVERHEAD DOOR ALL FOOTINGS AND WALLS TO BE CF1 AND CW1 RESPECTIVELY 4" CONCRETE SLAB 4" CONCRETE SLAB STEP TO 4' WALL AT CORNER ON BOTH SIDE STEP TO 4' WALL AT CORNER ON BOTH SIDE PROVIDE A 6" THICK CONC. CAP OVER COLD STORAGE/FRONT PORCH AREA WITH #4GRADE 60 REBAR @ 12" O.C. EACH WAY 4"-thick concrete sidewalk sloped 1/4" per foot Peel-and-stick membrane protected with metal flashing Threshold set in two continuous beads of sealant place fur-strip if using ADA-compliant threshold Compacted gravel and backfill Dampproofing JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PROJECT: TITLE: DATE: SIGNATURE: SCALE: U.O.N. JOB NUMBER: - PAGE: 10/28/2021 1/4" = 1'-0" XX - 00000 AAAAA XX jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © ALL PLANS PRINTED ON 12X18 ARCH B ARE HALF SCALEDA101 FOUNDATION PLAN WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S • • _· -------------I, +-----+-+----------------+--~ • • l • • I I I I I I I I ' I I • I I I I I I -- - -, - - - - - - ---f_,_ - ____________ _J ---4 I • I I I I I I I I I I I I I I I I I I -,-~-f I I I I I L__ I I I l I ' ' ' 1', 1 ~'--------,--------------, J -1-e ~---------------- - - - - - - - - - - - - - - - - - - - --7 I / I I I -----------------------------------7 I I I ' j I j , • • j • • • I I I I I I I I I I I I I I I I I l :: I I L _l_ _ - - - - - -~~ .I I , I / I L _____________ T ___ jl _________ J. : I ___________ I I . -+-l~---- 1 I I I , I I I ~ I I I I i -7 --\ -------------W I I ',,, I I I • HOLDOW N SCHED U LE MARK ANCHOR M I NIMUM MINIMUM VlODEL HOLDOWN BOLT EMBEDMENT COLUMN FASTENERS REMARKS/OPT I ON I UMBER TYPE TO COLUMN STHD14 STHD14 STHD10RJ STHD10R J MSTC40 MSTC40 MARK DEPTH WIDTH CF1 8" CF2 10 11 CF3 12 11 MARK CWl CW2 / : ' j 11 _4 11 1 1-811 31_011 WIDTH 8" 12" /• , . , . / . / . • I DIAMET ER IN CONCRETE SIZE 14" 2 -2x 38-16d NAILS 10" 2-2x 28-16d NAILS 2 -2x 20-16d NAI LS CONCRETE FOOT I NG SCHEDULE REINFORCEMENT LENG TH LONGITUDINAL TRANSVERSE CONT I N. (3) #4 BARS CONT I NO US -BOTTOM CONT I N. (3) #4 BARS CONT I NO US -BOTTOM 3 1_011 (4) #4 BARS EACH DIREC T ION -BOTTOM CONCRETE WALL SCHEDULE RE I NFORCEMENT REMARKS H O RIZO N TAL \ VERTI CA L ---. .,~ \ //? / #4AT 18 " d/c ;:n4 A T 18" o/c CENTER VERT ICAL RE I NF. IN WALL , #4 AT 1 8" o/c #4AT 18" o/c CENTER VERT ICA L REINF. IN WALL ---- / ""r---------------I • • • • • • • • • • I I ' ,/ ( , / ~ NEWPEAK HOMES 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 WI N D O W W E L L WI N D O W W E L L WI N D O W W E L L 4"-thick concrete sidewalk sloped 1/4" per foot Peel-and-stick membrane protected with metal flashing Threshold set in two continuous beads of sealant place fur-strip if using ADA-compliant threshold Compacted gravel and backfill Dampproofing W0 7 - 5 0 5 0 W0 6 - 4 0 4 0 W0 6 - 4 0 4 0 D18-3068D22-3068 D1 7 - 2 6 6 8 D1 7 - 2 6 6 8 D21-2468D22-3068 D1 8 - 3 0 6 8 50 6 8 6068 D1 9 - 2 0 6 8 UP 7 3 / 8 " 10" 6' - 9 " 9'-3 1/2" 12'-7 1/4" 9' - 1 0 1 / 8 " WI N D O W W E L L WI N D O W W E L L WI N D O W W E L L E1 A201 E1 A201 E2 A202 E2 A202 1 A801 1 A801 1 A801 1 A801 E3 A201 E3 A201 E4 A202 E4 A202 E6E6 3'-7" 3' - 8 " 35 ' - 8 " 15 ' - 4 1 / 2 " 1/ 2 " 16 ' - 8 " 14 ' - 0 1 / 2 " 1/ 2 " 26'-8" 3'-7"6'-9 1/2"15'-8 1/2" 3' - 8 " 8' - 8 " 1' - 1 " 1'16'2'-2"4'-11" 4' 5' - 4 " 5' - 0 1 / 2 " 8' - 2 1 / 2 " 2' - 9 " 2' - 5 3 / 4 " 3'-3 1/2"9'-2"1'-11"1'-10"1'-9"2'-5" 8" 6' 4' - 1 1 1 / 2 " 6' - 1 0 5 / 1 6 " 3' - 8 1 1 / 1 6 " 2' - 5 " 5' - 0 1 / 2 " 5' 1' 2'-5" 3' - 6 1 / 2 " 3' - 5 " 1' - 6 3 / 4 " 1' - 1 0 3 / 4 " 3' - 1 " 1' - 1 1 " 4'-4"4'-2" 1'-2 13/16"9'-4"1'-5 3/16"2'-4"16'-4"2'-4" 12'21'17'11' 61' 13'22'14' 49' 12' 16 ' - 2 " 5' 11 ' - 1 0 " 6' 33 ' 8' 47 ' 3' 9' 4' 4' 19 ' 4' 4' 13 ' - 1 0 " 3' - 2 " 3' 35 ' 20 ' 4' 59 ' 26'-7" X 24'-7" 553 SQ FT 1721 SQ FT 31'-8" X 22'-8" 670 SQ FT 15'-8" X 14'-0" 210 SQ FT 11'-11" X 9'-8" 123 SQ FT 11'-11" X 4'-8" 51 SQ FT 11'-7" X 10'-7" 130 SQ FT 5'-8" X 10'-7" 57 SQ FT 6'-9" X 8'-7" 58 SQ FT LIVING AREA GARAGE BEDROOM CLOSET BEDROOM BATH STORAGE UTILITY REC ROOM SINGLE STACK SINGLE STACK 5 STACK PANTRY 4"-thick concrete sidewalk sloped 1/4" per foot Peel-and-stick membrane protected with metal flashing Threshold set in two continuous beads of sealant place fur-strip if using ADA-compliant threshold Compacted gravel and backfill Dampproofing JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PR O J E C T : TI T L E : DA T E : SI G N A T U R E : SC A L E : U . O . N . JOB NUMBER: - PAGE: 10 / 2 8 / 2 0 2 1 1 / 4 " = 1 ' - 0 " XX - 0 0 0 0 0 A A A A A X X jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © AL 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 A102 BA S E M E N T L E V E L P L A N WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S • I :~ • , , --- i I r L I • ,, ~--~·-=· ~ • J I ,- I $ r L I , • • l • • • j • • • CID \ I I } I \\ I , I I . I j -., . • • • i ➔ I . • • I I I I I J I ~ NEWPEAK HOMES DN W02-5040 D0 6 - 3 0 6 8 W04-2640 W01-4040 16080 9080 D1 6 - 3 0 6 8 W0 8 - 2 6 4 0 W0 3 - 2 6 4 0 D05-3068 D03-2668 D12-2468 D0 1 - 3 0 6 8 D09-1668 D02-2668 W10-5040 W09-5040 60 6 8 60 6 8 D08-2668 D0 8 - 2 6 6 8 D1 5 - 3 0 6 8 W0 1 - 4 0 4 0 W0 1 - 4 0 4 0 D1 1 - 2 4 6 8 D0 4 - 2 0 6 8 D07-4268W05-4026 D1 5 - 3 0 6 8 9' - 1 0 1 / 8 " E1 A201 E1 A201 E2 A202 E2 A202 1 A801 1 A801 1 A801 1 A801 E3 A201 E3 A201 E4 A202 E4 A202 E6E6 4' - 1 0 1 / 2 " 4' 2' - 5 1 / 2 " 13 ' - 1 0 " 3' - 2 " 3' 3'-7 5/8"4'3'-3 3/16" 2'-1" 5' - 0 1 / 4 " 4' - 9 3 / 4 " 8' - 1 5 / 1 6 " 2 7 / 1 6 " 7' - 5 " 41 ' 7'8'-8"4'-10 1/2" 1'-3 5/16"9'-3"1'-5 11/16"2'-4 1/2"16'-3"2'-4 1/2" 12'21'16'-11"2 3/16"10'-10 13/16" 61' 10 ' - 4 " 2' - 6 " 1' - 2 " 4" 2' - 6 " 10 ' - 2 " 14 ' 13 ' 8' 20 ' 4' 59 ' 4'5'4'5'4'4'-6"5'4'-6" 13'-1 3/16"22'14' 49'-1 3/16" 12' 4' - 1 0 1 / 8 " 4' 2' - 1 1 7 / 8 " 6' - 1 3 / 1 6 " 11 ' - 1 0 " 7' - 1 5 / 8 " 2' - 8 3 / 8 " 11 ' - 4 " 8' - 1 1 / 4 " 47 ' - 2 7 / 1 6 " 2' - 1 0 1 3 / 1 6 " 9' 6'-3 1/2" 15'-1 1/2" 21'-8 1/2" 7'-10 1/2" 9' - 7 1 / 2 " 2' - 9 1 / 2 " 8' 23 ' - 1 " 16 ' - 3 1 5 / 1 6 " 3' - 1 1 7 / 1 6 " 13'-3" X 15'-9" 209 SQ FT 1711 SQ FT 7'-10" X 9'-7" 75 SQ FT 17'-0" X 7'-5" 122 SQ FT 32'-0" X 23'-0" 688 SQ FT 13'-0" X 13'-2" 168 SQ FT 4'-10" X 12'-6" 61 SQ FT 10'-3" X 11'-4" 116 SQ FT 10'-3" X 10'-6" 108 SQ FT 6'-0" X 9'-6" 54 SQ FT 7'-11" X 4'-7" 38 SQ FT 13'-0" X 8'-0" 104 SQ FT 3'-10" X 7'-3" 47 SQ FT 8'-4" X 15'-9" 135 SQ FT 21'-8" X 9'-8" 237 SQ FT 6'-3" X 8'-7" 49 SQ FT LIVING AREA GARAGE OPEN BELOW DROP ZONE PORCH PORCH Laundry Center BEDROOM BEDROOM MASTER BDRM MASTER BATH CLOSET FAMILYDINING KITCHEN ENTRY PANTRY BATH BUTLER PANTRY FRONT N SIDE FIREPLACE ME D I A L O C A T I O N SINGLE STACK DOUBLE STACK 4 STACK LINEN OPT. CABINETS OPT. SHELVES SINGLE STACKDOUBLE STACK 4 STACK LINEN 5 STACK PANTRY OPT. DROP ZONE SHOE BOX UNIT 5 STACK PANTRY SINGLE STACK SINGLE STACK JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PR O J E C T : TI T L E : DA T E : SI G N A T U R E : SC A L E : U . O . N . JOB NUMBER: - PAGE: 10 / 2 8 / 2 0 2 1 1 / 4 " = 1 ' - 0 " XX - 0 0 0 0 0 A A A A A X X jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © AL 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 A103 MA I N L E V E L P L A N WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S I ! • II ' --- ---- --- I !1 I I '\\ I j I I ,, ' I I I I j 7 1 I • I I I I I I ·11 • • I Cd / I I II I_J -·' ~~ r,,,-I , __ ,, • c;;cr-- '·'/ ~ 11 -~- 77-.. I <\ I ,__,_ I ~ f_ ·~ I I .... ... ~-0-0-0-~ ·3ff. ~~l , . . . '· '::::::::"_ '·-~-:__ _-;/ c+----1=":~'1 ,tl ___ ---fc"=· :;:,-·---j----·- 1! I ';»!JJfu'li I I I I I I I I • 11 ----' II - • I I I /· ~j I - ..... ' ii - J I 1· ..:i .. '<<_:;; I L /,' . // /,' ' -·1-IL'~ n ~ - . ~ I • ' -I I I j I I I • I • • - • -----.J ~ NEWPEAK HOMES \ Portal Frame Maximum framed wall height 12' Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION WALL CONDITION COMMENTS MANUFACTURER MODEL/STYLE D01 D01-3068 1 1 3068 R IN 36 " 80 " 38"X82 1/2" HINGED-DOOR P04 2X4 D02 D02-2668 1 1 2668 L IN 30 " 80 " 32"X82 1/2" HINGED-DOOR P04 2X4 D03 D03-2668 1 1 2668 L 30 " 80 " 32"X82 1/2" BARN-DOOR P04 2X4 D04 D04-2068 1 1 2068 R IN 24 " 80 " 26"X82 1/2" HINGED-DOOR P04 2X4 D05 D05-3068 1 1 3068 L EX 36 " 80 " 38"X83" EXT. HINGED-DOOR E20 2X6 D06 D06-3068 1 1 3068 R EX 36 " 80 " 38"X83" EXT. HINGED-GLASS PANEL 2X6 D07 D07-4268 1 1 4268 50 " 80 " 50 1/2"X80 1/2" MULLED UNIT 2X6 D08 D08-2668 2 1 2668 R IN 30 " 80 " 32"X82 1/2" HINGED-DOOR P04 2X4 D09 D09-1668 1 1 1668 R IN 18 " 80 " 20"X82 1/2" HINGED-DOOR P04 2X4 D10 16080 1 1 16080 192 " 96 " 195"X97 1/2" GARAGE-LP - CLOSED D11 D11-2468 1 1 2468 R IN 27 11/16 " 80 " 29 11/16"X82 1/2" HINGED-DOOR P04 2X4 D12 D12-2468 1 1 2468 L IN 28 " 80 " 30"X82 1/2" HINGED-DOOR P04 2X4 D13 6068 2 1 6068 L IN 72 " 80 " 74"X82 1/2" SLIDER-DOOR P04 D14 9080 1 1 9080 108 " 96 " 111"X97 1/2" GARAGE-LP - CLOSED D15 D15-3068 2 1 3068 L IN 36 " 80 " 38"X82 1/2" HINGED-DOOR P04 2X4 D16 D16-3068 1 1 3068 R EX 36 " 80 " 38"X83" EXT. HINGED-DOOR P01 2X6 D17 D17-2668 2 0 2668 L IN 30 " 80 " 32"X82 1/2" HINGED-DOOR P04 2X4 D18 D18-3068 2 0 3068 R IN 36 " 80 " 38"X82 1/2" HINGED-DOOR P04 2X4 D19 D19-2068 1 0 2068 L IN 24 " 80 " 26"X82 1/2" HINGED-DOOR P04 2X4 D20 5068 1 0 5068 L IN 60 " 80 " 62"X82 1/2" SLIDER-DOOR P04 D21 D21-2468 1 0 2468 R IN 28 " 80 " 30"X82 1/2" HINGED-DOOR P04 2X4 D22 D22-3068 2 0 3068 L IN 36 " 80 " 38"X82 1/2" HINGED-DOOR P04 2X4 D23 6068 1 0 6068 L IN 72 " 80 " 74"X82 1/2" SLIDER-DOOR P04 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 3 4040 48"X48" 80"1 BEDROOM 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 15.67 W02 1 5040 60"X48" 80"1 MASTER BDRM 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 19.63 W03 1 2640 30"X48" 80"1 MASTER BDRM 2X6 FIXED GLASS .30 U-VALUE OR BETTER 9.73 W04 1 2640 30"X48" 80"1 BEDROOM/PORCH 2X6 FIXED GLASS .30 U-VALUE OR BETTER 9.73 W05 1 4026 48"X30" 84"1 UNSPECIFIED/PORCH 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 9.73 W06 2 4040 48"X48" 80"0 UNSPECIFIED 8" CONCRETE LEFT SLIDING .30 U-VALUE OR BETTER BOMAN AND KEMP WINDOW INSERT 16.0 W07 1 5050 60"X60" 80"0 UNSPECIFIED 8" CONCRETE LEFT SLIDING .30 U-VALUE OR BETTER BOMAN AND KEMP WINDOW INSERT 25.0 W08 1 2640 30"X48" 80"1 CLOSET 2X6 FIXED GLASS .30 U-VALUE OR BETTER 9.73 W09 1 5040 60"X48" 80"1 FAMILY 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 19.63 W10 1 5040 60"X48" 80"1 DINING 2X6 LEFT SLIDING .30 U-VALUE OR BETTER 19.63 TOTALS:201.82 JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PR O J E C T : TI T L E : DA T E : SI G N A T U R E : SC A L E : U . O . N . JOB NUMBER: - PAGE: 10 / 2 8 / 2 0 2 1 1 / 4 " = 1 ' - 0 " XX - 0 0 0 0 0 A A A A A X X jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © AL 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 A104 SC H E D U L E S WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S ,---, ( ~~~ I] ~-~ ~-~~ l lJ ~~~ t-J ~~ ~- ' ,, [_] ( -~ ~- [[[JI ] ~~ ~-- ~ - -~- l l ~~ ~- ~~- I I JI / ( ~~~- ~~~- I IJ ~~-- ~ NEWPEAK HOMES \ , 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 : 12 5 : 12 5 : 12 5 : 12 5 : 12 5 : 12 5 : 12 5 : 12 5 : 12 5 : 12 5 : 12 9'-0"9'-0" 10'-6"10'-6" 3. 5 / 1 2 V A U L T C E I L I N G 6x6 DOUGFIR POST ATTACH POST TO BEAM WITH 2-20" TIMBER SCREWS JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PROJECT: TITLE: DATE: SIGNATURE: SCALE: U.O.N. JOB NUMBER: - PAGE: 10/28/2021 1/4" = 1'-0" XX - 00000 AAAAA XX jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © ALL PLANS PRINTED ON 12X18 ARCH B ARE HALF SCALEDA105 ROOF PLAN/REFLECTED CEILING WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S c--- ------j I I I I f--- -----j f--- -____L:::::;::;:'.,:::::::;:::~= I I I I L I [ (', / I _______ / NEWPEAK HOMES Design Requirements: Minimum Roof Live Load 35# per sq. ft., Minimum Wind 85 MPH, Seismic Zone D1 W05-4026 W01-4040 ATTIC VENT TO BE ROLLED RIDGE VENT INSTALLED PER MANUFACTURES RECOMMENDATIONS 0000 House Numbers Location 9'-1 1/8" 9' 4' TOP OF RIDGE 18' - 3" MAIN LEVEL SUB FLOOR TOP OF FOUNDATION WALL MAIN LEVEL TOP PLATE MAIN LEVEL WALL HEIGHT BASEMENT LEVEL FOUNDATION WALL HEIGHT E1E1 FRONT ELEVATIONFRONT ELEVATION 1/4" = 1' - 0" W05-4026 W01-4040 W08-2640W03-2640 W06-4040 W06-4040 LEFT ELEVATIONLEFT ELEVATION 1/4" = 1' - 0" W08-2640W03-2640 W06-4040 W06-4040 JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PROJECT: TITLE: DATE: SIGNATURE: SCALE: U.O.N. JOB NUMBER: - PAGE: 10/28/2021 1/4" = 1'-0" XX - 00000 AAAAA XX jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © ALL PLANS PRINTED ON 12X18 ARCH B ARE HALF SCALEDA201 EXT. ELEVATIONS FRONT/RIGHT WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S ~ ~ ----"' ~- _,./ ..... ----. ------ r--. ..... -- _,./ ----..... --- r--...... '--~ ----..... ~-_,,. ~ -r--. ..... '-. /-------..... ~i,, ..... ---- ' ' ' ' I I'_,/',// ..... ..... ..___ r--. ..... ...__ ' ---/---r--.~~ ..... ---, . 1/r1 "--..... ~ ..... ----/ ,,. ' . .,,, ' ' ' ' ' ' ' ' ' ' ' ' ' '' CD ~ ~ ~ ~ ,, ~ ~ I I• ' ' ' ' ' ' ' ,' ,' ,' ,' ' ~,_ ' ' I I I ~'~ ..___ . ~. ~ -· -....;;,__, ...._, - '~~------' ' ' ....... '" ~ <.. ' " ...,__ __ . ' ' -,c ~ r-;-r;-I l ' ' ' ' a ', ' ' ' ' ' ~ ,' ,' ', ,' ,' ' ' I I ~ ~ . ~- ./Y. I / / . ~ >- ""' ~-. . . ,_,. ;;, x ~-~A )< ~✓--- ..--<5 ~ ~ ~ ~ ~ ~ ~ I I J<" .,.-<.·,:.;.,,.-------~ ,,.,. -·-<C,2 ,:::.- "" I• >-. -0 -----~ ,._-....., "' I I _________ / NEWPEAK HOMES Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Minimum Frost Depth Ground Surface to Bottom of Footing 36" W01-4040 W01-4040 W07-5050 W01-4040 RIGHT ELEVATIONRIGHT ELEVATION 1/4" = 1' - 0" W01-4040 W01-4040 W07-5050 W01-4040 W04-2640 W09-5040 W02-5040W10-5040W09-5040 W02-5040 REAR ELEVATIONREAR ELEVATION 1/4" = 1' - 0" W04-2640 W09-5040 W02-5040W10-5040W09-5040 W02-5040 JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PROJECT: TITLE: DATE: SIGNATURE: SCALE: U.O.N. JOB NUMBER: - PAGE: 10/28/2021 1/4" = 1'-0" XX - 00000 AAAAA XX jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © ALL PLANS PRINTED ON 12X18 ARCH B ARE HALF SCALEDA202 EXT. ELELVATIONS REAR/LEFT WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S I I I ~~·· . ..__ "'-.' ,• "--. -......::. . ·~ I J I I ·1 J ' I I I ' ' ' ' -· ~' ' ' .,'...<-;;,,,,r I I I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' .. ·~ I I I I I I I ....._ _"'; ' ' ' ' ' I I I I ' ' - - - - - - - - I I ___________ / NEWPEAK HOMES Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Classical Table Lamp Classical Table Lamp 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 3-LIGHT 3-LIGHT 3-LIGHT Bare Bulb Bare Bulb Bare Bulb C5/TV 60" AFF CO/SD CO/Smoke Detector SD SD Exhaust Exhaust (light) 4 L.VANITY R 6" Can Vapor R 6" Can 3 3 3 3 CD Clothes Dryer CW Clothes Washer DW Dishwasher RA Electric Range GD Garbage Disposal M Microwave R Refrigerator WP 220V Weatherproof C5/TV 60" AFF C5/TV 60" AFF AV Control AV Demarcation EP Electrical Panel T Thermostat AV Control CO/SD CO/Smoke Detector Exhaust Exhaust (light) SD SD SD 2-LIGHT 2-LIGHT 3-LIGHT 3-LIGHT Bare Bulb Bare Bulb Bare Bulb FAN LIGHT COMBO FAN LIGHT COMBO 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 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 3-LIGHT 3-LIGHT 3-LIGHT R 6" Can R 6" Can EXTERIOR EXTERIOR EXTERIOR EXTERIOR 3 3 3 3 L.VANITY 3 L.VANITY 3 L.VANITY UnderCabinet LEDUnderCabinet LED A Air Switch - Countertop 3-LIGHT 3-LIGHT R 6" Can3 3 4 R 6" Can Vapor R 6" Can Vapor Exhaust 4 3 4 4 3 4 4 4 3 JARED KILLPACK NN EE WW PP EE AA KK HH OO MM EE SS 88 66 66 NN 44 TT HH SS TT LL AA RR AA MM II EE WW YY 88 22 00 77 22 PO BOX 2285 LARAMIE, WYOMING 833.400.7325 PROJECT: TITLE: DATE: SIGNATURE: SCALE: U.O.N. JOB NUMBER: - PAGE: 10/28/2021 1/4" = 1'-0" XX - 00000 AAAAA XX jared@newpeakcc.com WW WW WW .. NN EE WW PP EE AA KK CC CC .. CC OO MM WW WW WW .. NN EE WW PP EE AA KK HH OO MM EE SS .. CC OO MM C:/Users/JaredKillpack/New Peak CC/NP Business Development - Documents/05.02 Models/01 Single Family/05 Woodring/02 CA/21_1027 Woodring Claas jgk version.layout © ALL PLANS PRINTED ON 12X18 ARCH B ARE HALF SCALEDE101 ELECTRICAL PLAN WO O D R I N G V 2 . 1 C L A A S 12 8 8 S T O N E D R RE X B U R G , I D 8 3 4 4 0 RX - 0 1 2 8 8 S T O N E 0 5 W D Q S I " .~ I I ':d I ' y Fl " n= I ' L __ l t 1~1 \-=)- t = / \ ' -~-_.' --y '.) I -L __ I I I ·,-..._ t "I. . J $$ n I I .l_j -f:--1-'f \ "_1)----' ----. ··. \\µJL--1 ~~-.. ·~·· ===='' I lC I, I c:-, i-•, i' \1,::;:-~_::;_.;;j +-A i,' .. I :; f.--l --.~ f.--. c---,,-,,-, I I I ·····+ I I '! . - ·--._ -C0 ---U) Ll '! I -□ '..n ' $rt===-!-'--- s 7 - D --□ ------.J NEWPEAK HOMES SD SD CO