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TWO CAR GARAGE
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FIN. CONC. FLOOR
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15' CLG HT
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18' X 8' OVERHEAD GARAGE DOOR
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GARAGE DR
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TO MUD RM
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R.320.4 VISITABLE LIGHT SWITCHES
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RECEPTACLES AND ENVIRONMENTAL
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CONTROLS
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1. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MUST BE
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NO HIGHER THAN 48" INCHES ABOVE THE INTERIOR FLOOR
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2. OUTLETS AND RECEPTACLES MUST BE A MININUM OF 15 INCHES
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ABOVE THE INTERIOR FLOOR, EXCEPT FOR FLOOR OUTLETS
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DOOR BELL
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RECESSED LIGHT
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RECESSED EYEBALL LIGHT
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WALL MOUNT LIGHT
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COMPUTER DATA TERMINAL
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DOOR CHIME
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4" FLUOR STRIP
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WALL MTD. CABLE T.V. OUTLET
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WALL MTD. PHONE OUTLET
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DOUBLE FLOOD LIGHTS
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(WIRE ONLY)
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INTERCOM SYSTEM
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STEREO SPEAKER JACK
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UNDER COUNTER LIGHT
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FLUOR. BOX FIXTURE
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DIMMER SWITCH
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4 PLEX WALL OUTLET
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ELECTRICAL JUNCTION BOX
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220v OUTLET
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SMOKE DETECTOR
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SYMBOL LEGEND
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FLOOR PLUG
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HALOGEN LIGHT
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SURFACE MOUNT LIGHT
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WATER PROOF OUTLET
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SINGLE POLE SWITCH
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WALL OUTLET
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4 WAY SWITCH
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ELECTRICAL
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3 WAY SWITCH
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HANGING LIGHT
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CARBON MONOXIDE DETECTOR
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Center light over pedestal
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Provide smoke detectors per code.
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Outlets within 6'-0" of sink or lavatory to be on
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unit(s) in attic (ref. specs.)
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Prewire for security system as spec.
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and breakfast rooms.
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Block for ceiling fans in all bedrooms, living, family
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attention of the designer immediately.
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Supply 220v and 110v or gas and 110v to HVAC
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Any discrepancies in plans are to be brought to the
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Provide light near HVAC unit(s) in attic
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ELECTRICAL NOTES:
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JD HUNT Construction
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COPYRIGHT © 2021 DESIGN ORIGINALS OF TEXAS 2021 DESIGN ORIGINALS OF TEXAS2021 DESIGN ORIGINALS OF TEXAS
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1604 NORTHUMBERLAND
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American Institute of Building Design
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(A.I.B.D.)
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National Council of Building Designer
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Certification
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(N.C.B.D.C. - #44-725)
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N C B D C
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N A T I O N A L C O U N C I L OF
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C E R T I F I C A T I O N
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BUILDING DESIGNER
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Robert J. Faust
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CERTIFICATION NO. 44-725
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JOB# A10392
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REVISIONS:
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DRAWN BY:JCD TMD
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DETACHED GARAGE PLANS
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SCALE: 1/4"=1'-0"
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with all site requirements.
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for errors that are not reported.
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attention of the designer prior to beginning
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sizes with manufacturers details & specs.
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state and local building codes.
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structural members.
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open to attic space
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All vents to rear of residence.
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Weather strip attic access door(s).
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to be located within 20'-0" of access
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openings unless otherwise noted.
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1000 s.f. each for fire stops
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All angles shown on plans are 45^ unless noted otherwise.
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be of a good quality and meet all applicable national,
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Floor truss area to be draft stopped where trusses
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concrete drives, walks, patios and masonry walls.
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Provide control and expansion joints as required on
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Divide floor truss area into equal areas of less than
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All window sizes are nominal rough opening, verify
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Provide 1 s.f. net free area of attic ventilation per
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150 s.f. of total covered roof area as per code.
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attic access to HVAC units (if applicable). Units
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Contractor to provide a 3/4" plywood catwalk from
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All windows will be dimensioned to center of rough
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All wood, concrete and steel structural members shall
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design of all solid framing, columns, beams, and other
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Contractor to consult with a structural engineer for
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Contractor shall insure compatibility of the building
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All dimensions should be read or calculated and
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for any changes or modifications made to these plans
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Design Originals assumes no responsibility
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construction. Contractors shall assume responsibility
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Any discrepancies in plans to be brought to the
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comply with all local codes, ordinances and deed
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all applicable codes and ordinances. Contractor to
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These plans and specifications are intended to meet
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never scaled
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restrictions.
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GENERAL NOTES:
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by others.
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all ceilings 11'-1 1/8" or higher require 30"x60" R.O.
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Pull down atticc access to be standard 30"x54" R.O.
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Provide studs at all 4 corners of tub.
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and ceilings.
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Provide 5/8" type "X" gypsum board on common walls
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Do not use wood build-outs behind stucco, around
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all exterior sheating prior to installing metal roof.
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ASTM requirements.
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Stucco veneer must comply with 2006 IRC and the
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Apply 2 ply ALTM building paper shingle style over
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divide up stucco into 100 sq. ft. total sq. ft. area.
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Provide expansion/contraction control joints to
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windows and doors.
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doors shingle style.
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Attach tops, sides and bottoms, of windows and
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Provide weep screen properly installed.
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perimeter of windows, doors or dissimilar materials.
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Provide casing bead where stucco terminates around
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window and door frames.
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Stop casing bead at least {" to \" away from
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GARAGE AREAS
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ELECTRICAL PLAN
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FLOOR PLAN
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FORM SETTING PLAN
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11 OF 12
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CASEMENT @
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18'-6" HDR HT
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CASEMENT @
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18'-6" HDR HT
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CASEMENT @
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18'-6" HDR HT
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ROOF PLAN
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DORMER PLAN
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BARREL ROOF
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BARREL ROOF
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BARREL ROOF
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20'-6" PLT HT
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20'-6" PLT HT
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20'-6" PLT HT
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2'-0" PLT HT
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ABOVE 15' PLT HT
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SLOPE FLAT
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2'-0" PLT HT
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ABOVE 15' PLT HT
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SLOPE FLAT
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SLOPE FLAT
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SLOPE FLAT
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2'-0" PLT HT
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ABOVE 15' PLT HT
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2'-0" PLT HT
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ABOVE 15' PLT HT
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2'-0" PLT HT
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ABOVE 15' PLT HT
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2'-0" PLT HT
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ABOVE 15' PLT HT
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2'-0" PLT HT
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ABOVE 15' PLT HT
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O4-20-21
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DATE: 04-20-21
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JD HUNT Construction
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COPYRIGHT © 2021 DESIGN ORIGINALS OF TEXAS 2021 DESIGN ORIGINALS OF TEXAS2021 DESIGN ORIGINALS OF TEXAS
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1604 NORTHUMBERLAND
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American Institute of Building Design
AutoCAD SHX Text
(A.I.B.D.)
AutoCAD SHX Text
National Council of Building Designer
AutoCAD SHX Text
Certification
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(N.C.B.D.C. - #44-725)
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N C B D C
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N A T I O N A L C O U N C I L OF
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C E R T I F I C A T I O N
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BUILDING DESIGNER
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Robert J. Faust
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CERTIFICATION NO. 44-725
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JOB# A10392
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REVISIONS:
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DRAWN BY:JCD TMD
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GENERAL NOTES
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"ROY LIGHT" EXPANDED POLYSTYRENE INSULATION BOARDS.
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CERAMIC TILE OR EQUAL TO MINIMUM 6'-0" ABOVE FLOOR.
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ALL LUMBER MUST BEAR AN APPROVED GRADING STAMP.
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ALL GLASS WITHIN 18" ABOVE FINISHED FLOOR AND IN HAZARDOUS AREAS
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MAXIMUM WINDOW SILL HEIGHT NOT TO EXCEED 44" ABOVE FLOOR AT BEDROOMS.
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MINIMUM NET OPENABLE WIDTH AT WINDOWS SHALL BE 22" CLEAR WITH A NET
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SHOWER WALLS TO BE FINISHED WITH MOISTURE RESISTANT SHEET ROCK AND
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SHOWER ENCLOSURES SHALL BE SHOWER RODS, TEMPERED GLASS OR APPROVED
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CENTER OF WATER CLOSET SHALL BE MINIMUM 15" TO VERTICAL FACE OF
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FIRE BLOCK STUD WALLS AT DROPPED CEILING, SOFFITS, AND AT MAXIMUM 10'
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BEARING WALL BOTTOM PLATES SHALL BE TREATED OR FOUNDATION REDWOOD.
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SHALL BE TEMPERED GLASS.
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OPENING OF 5.7 SQUARE FT. MINIMUM AT BEDROOMS.
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WINDOWS / EGRESS
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SHOWERS / TUBS
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WALLS AT SIDES.
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STAIRWAY ON UPPER FLOOR LEVEL. (IF APPLICABLE)
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INTERIOR BEARING WALLS OVER 10' IN HEIGHT TO BE MIN. 2x6's AT 16" O.C.
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PROVIDE MINIMUM 22"x30" ATTIC SCUTTLE TO ALL ATTIC AREAS.
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HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE OPENING INTO THE
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WHERE THE HIGHEST POINT OF A CEILING IN A ROOM THAT OPENS TO THE
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SMOKE DETECTORS SHALL BE PERMANENTLY WIRED AND INTERCONNECTED WITH
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SMOKE DETECTORS SHALL BE PROVIDED TO PROTECT EACH SEPARATE SLEEPING
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HALLWAY BY 24" OR MORE, SMOKE DETECTORS SHALL BE INSTALLED IN THE
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SMOKE DETECTOR TO BE CEILING MOUNTED AND IN CLOSE PROXIMITY TO THE
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PROVIDE A MINIMUM OF ONE SMOKE DETECTOR IN THE BASEMENT. (IF
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NOT BE LESS THAN 1 1/2" IN CROSS-SECTIONAL DIMENSION. HANDRAIL(S) PROJECTING
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HANDRAILS TO BE 34" TO 38" ABOVE STAIR NOSING AND DESIGNED SUCH THAT A
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FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2" BETWEEN THE
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4" SPHERE CANNOT PASS THROUGH. HAND GRIP PORTION OF HANDRAIL(S) SHALL
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ONE TREAD LENGTH AND ON A HORIZONTAL PLANE AT 34" HT. (TYP. AT TOP AND
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NEWEL POSTS, OR SAFETY TERMINALS EXTEND HANDRAILS 12" PLUS
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WALL AND THE HANDRAIL. HANDRAIL ENDS SHALL BE RETURNED OR TERMINATE AT
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APPLICABLE)
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HANDRAILS
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FOOT OF ALL STAIRWAYS.)
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BATTERY BACKUP POWER.
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SMOKE DETECTORS
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AREA AND 3' FROM DUCT OPENINGS.
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HALLWAY AND IN THE ADJACENT ROOM.
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WATER CLOSETS - 1.5 GALLON PER FLUSH MAXIMUM.
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SHOWER HEAD - 2.75 GALLON PER MINUTE MAXIMUM.
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LAVATORY/SINK FAUCETS - 3 GALLON PER MINUTE MAXIMUM.
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HOT WATER SHALL BE THE LEFT FITTING AT ALL FAUCETS.
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GLASS BLOCK
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SOLDER FLUX HAVING A LEAD CONTENT IN EXCESS OF 2/10 OF ONE PERCENT
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SHALL NOT BE USED IN THE INSTALLATION OR REPAIR OF ANY PLUMBING IN
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CONSUMPTION WHICH ARE CONNECTED TO PUBLIC WATER SYSTEMS.
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RESIDENTIAL OR NONRESIDENTIAL FACILITIES PROVIDING WATER FOR HUMAN
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PLUMBING FIXTURES SHALL BE AS FOLLOWS: (ORDINANCE #2785)
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GLASS BLOCK PANELS SHALL HAVE A MINIMUM 3" THICKNESS AT THE MORTAR
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MORTARED SURFACES OF BLOCKS SHALL BE TREATED FOR MORTAR BONDING.
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GLASS BLOCK SHALL BE LAID IN TYPE 'N' MORTAR. MORTAR SHALL HAVE 75O
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P.S.I. MINIMUM 28 DAY COMPRESSIVE STRENGTH
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AND NOT MORE THAN 3/8" THICK AND SHALL BE COMPLETELY FILLED.
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BOTH VERTICAL AND HORIZONTAL MORTAR JOINTS SHALL BE AT LEAST 1/4"
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GLASS BLOCK PANELS SHALL HAVE JOINT REINFORCEMENT SPACED NOT MORE
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THAN 16" ON CENTER AND LOCATED IN THE MORTAR BED JOINT EXTENDING THE
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ENTIRE LENGTH OF THE PANEL. THE REINFORCEMENT SHALL ALSO BE PLACED
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IN THE JOINTS IMMEDIATELY BELOW AND ABOVE ANY OPENINGS IN THE PANEL.
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JOINT REINFORCEMENT SHALL BE GALVANIZED. IN ACCORDANCE WITH U.B.C.
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ENTIRELY FREE OF MORTAR AND SHALL BE FILLED WITH RESILIENT MATERIAL.
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EXPANSION JOINTS AT THE SIDES AND TOP. EXPANSION JOINTS SHALL BE
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GLASS BLOCK PANELS SHALL NOT BE USED AS LOAD BEARING MEMBERS.
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PUMP AND CIRCULATION PIPING SHALL BE SELF-DRAINING.
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PROVIDE G.F.I.C. OUTLET FOR PUMP
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ALL EXITS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR
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BOLTS ARE PROHIBITED AT A DOOR OR THE ACTIVE LEAF OF A PAIR OF DOORS.
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SPECIAL KNOWLEDGE. MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH
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PROVIDE 5/8" TYPE 'X' GYPSUM BOARD TO ALL COMMON WALLS AND CEILING, AT
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DOOR INTO HOUSE FROM GARAGE TO BE TIGHT FITTING WITH GASKETS AND
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PROVIDE REMOVABLE PANEL OF SUFFICIENT SIZE TO ACCESS PUMP.
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CIRCULATION PUMP SHALL BE LOCATED ABOVE THE CROWN WEIR OF THE TRAP.
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SUCTION FITTINGS SHALL COMPLY WITH THE LISTED STANDARDS.
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EXITS / DOORS
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GARAGE, STORAGE AND MECHANICAL ROOMS.
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SWEEP 1 3/4" SOLID CORE WITH SELF-CLOSER.
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JACUZZI TUB
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ALL EXIT DOORS SHALL BE DEAD BOLTED.
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4'-0" MAXIMUM ELSEWHERE.
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PROVIDE #4 VERTICALS IN SOLID GROUT AT ALL CORNERS, ENDS AND JAMBS AND
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MASONRY NOTES COLUMN BASE & 6'-0" WALL
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EXTERIOR GLASS BLOCK PANELS SHALL BE PROVIDED WITH MINIMUM 3/8"
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PROVIDE STANDARD JOINT REINFORCEMENT AT 16" O.C. VERTICAL (TYPICAL).
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8'-0" ABOVE FINISH FLOOR, AND AT TOP OF ALL PARAPET WALLS.
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PROVIDE 4-#4 VERTICALS IN SOLID GROUTED CELLS AT MASONRY COLUMNS WITH
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#2 TIES AT 16" O.C. HORIZONTAL.
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PROVIDE STANDARD EXPANSION JOINTS AT 20'-0" O.C. MAXIMUM.
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PROVIDE 8" BOND BEAM WITH 1-#4 CONTINUOUS AT MASONRY PLATE HEIGHT, AT
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REINFORCING STEEL - A-615, FY=40 KSI
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1/2" (13 mm)
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DEFORMED SHANK
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AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO PLANS
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SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF PLYWOOD
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SUPPORTS (10 INCHES INTERMEDIATE SUPPORTS FOR FLOORS), EXCEPT 6" AT ALL
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NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE
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COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED.
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FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES
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CORROSION-RESISTANT ROOFING NAILS WITH 7/16-INCH-DIAMETER HEAD AND
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1 1/2-INCH LENGTH FOR 1/2 INCH SHEATHING AND 1 3/4-INCH LENGTH FOR
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NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING.
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CORROSION-RESISTANT SIDING OR CASING NAILS
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ON CENTER AT INTERMEDIATE SUPPORTS.
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COMMON OR DEFORMED SHANK
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25/32" (20 mm)
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PANEL SIDING (TO FRAMING):
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FIBERBOARD SHEATHING:
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INTERIOR PANELING:
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25/32-INCH SHEATHING
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CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16-INCH CROWN AND 1 1/8-INCH
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LENGTH FOR 1/2-INCH SHEATHING AND 1 1/2-INCH LENGTH FOR 25/32-INCH
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PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG
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DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). CASING OR FINISH NAILS
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SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS.
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PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON
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CONSTRUCTION PROCESS IN THE UNITED STATES. WHILE EVERY CLIENT AND DESIGN
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PROFESSIONAL WANTS PLANS AND SPECIFICATIONS TO BE CAREFULLY COORDINATED
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AND UNAMBIGUOUS, THE REALITY OF THE SITUATION IS THAT IT IS NOT COST-
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EFFECTIVE FOR A CLIENT TO PAY A DESIGN PROFESSIONAL FOR THE LEVEL OF
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SERVICE NECESSARY TO ACHIEVE A "PERFECT" SET OF INSTRUMENTS OF SERVICE:
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AND NO MATTER HOW EXTENSIVE DESIGN SERVICES MAY BE, CERTAIN ASPECTS OF
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THE DESIGN WILL REQUIRE MODIFICATIONS TO REFLECT CONDITIONS AT THE
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CONSTRUCTION SITE. CONSTRUCTION IS NOT MANUFACTURING: THERE IS NO ABILITY
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TO REFINE THE PROJECT PROTOTYPES, DESTRUCTIVE TESTING, AND REDESIGN.
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REASONABLE PRACTICE INVOLVES A CERTAIN LEVEL OF FLEXIBILITY IN THE
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DEVELOPMENT OF A PROJECT AS IT MOVES FROM FINAL DESIGN THROUGH THE
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AMBIGUITIES OR DISCREPANCIES SHOULD BE IMMEDIATELY CALLED TO THE
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ATTENTION OF THE ARCHITECT PRIOR TO PLACEMENT OF MATERIALS. THE
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ARCHITECT ASSUMES NO RESPONSIBILITY FOR WORK IN PLACE DEVIATING FROM
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PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS.
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THE USE OF CHANGE ORDERS IS A BASIC ELEMENT OF THE DESIGN AND
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CONSTRUCTION PROCESS SO THAT CHANGE WILL IMPROVE THE OUTCOME.
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CHANGE ORDERS
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SHEATHING
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CAPACITY
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ADJACENT
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ALUMINUM
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BLOCKING
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AUXILIARY
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LIST OF ABBREVIATIONS
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ANCHOR BOLT
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ALT. INTERRUPTING
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ALTERNATE
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ABOVE FINISHED FLOOR
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AIR CONDITIONING
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ARCHITECT (URAL)
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BOTTOM OF
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THE INFORMATION AND INTENT OF THESE DRAWINGS.
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BOT/BOTT
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DIAMETER, DIAGRAM
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DINKING FOUNTAIN
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PLACE A MINIMUM OF 3/4" BELOW THE FOUNDATION PLATE LINE ON ALL
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WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2".
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EXTERIOR STUD WALLS.
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GALVANIZED CORROSION RESISTANT WEEP SCREED:
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PLACE A MINIMUM OF 4" ABOVE FINISH GRADE.
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WEEP SCREED
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CENTER LINE
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CLEAR (ANCE)
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CENTIMETER(S)
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CONTINUOUS
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CONTRACTOR
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CONNECTION
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CERAMIC TILE
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COLD WATER
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CONCRETE
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CONCRETE MASONRY
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C./COND.
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DIMENSION
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DRIVE-THRU
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DEAD LOAD
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DIAGONAL
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DIAMETER, PHASE
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ELECTRIC
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ELEVATION
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EQUIPMENT
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EACH WAY
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EXTERIOR
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EXHAUST FAN
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FACE OF MASONRY
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FACE OF STUD
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FIRE RATED PANELING
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FLOOR SINK
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FOUNDATION
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FLOOR CLEAN OUT
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FLOOR DRAIN
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FIRE EXTINGUISHER
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SIZE OF HEADER
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ALL HEADERS SHALL BE PLACED ON EDGE AND SECURELY FASTENED TOGETHER.
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GLUE-LAM BEAMS - FB=2400 PSI, E=1.8x10 PSI, FV=165 PSI
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WAFER BOARD AND PLYWOOD SHALL CONFORM TO NER-124.
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ORIENTED STRAND BOARD, STRUCTURAL PARTICLE BOARD, COMPOSITE BOARD,
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PLYWOOD WALL SHEATHING 3/8" STANDARD SHEATHING WITH EXTERIOR GLUE
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PLYWOOD ROOF - 1/2" STANDARD SHEATHING WITH EXTERIOR GLUE, PANEL INDEX
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PLYWOOD ROOF (FOAM ROOF SYSTEM) 5/8" T&G STANDARD SHEATHING PANEL
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PLYWOOD FLOOR - 3/4" T&G STANDARD SHEATHING, PANEL INDEX 48/24.
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ALL JOIST AND RAFTERS SHALL BE MINIMUM DOUGLAS FIR #2 OR BETTER, KILN
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ALL LUMBER SHALL BE MINIMUM DOUGLAS FIR #2 OR BETTER.
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PROVIDE REDWOOD OR PRETREATED BOTTOM PLATE AT ALL INTERIOR AND
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PROVIDE SOLID BLOCKING AT 8'-O" O.C. MAXIMUM AT RAFTERS AND ROOF JOISTS.
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PROVIDE SOLID BLOCKING AT +1O'-O" ABOVE FINISH FLOOR AND AT ALL FURR
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MAXIMUM ALLOWABLE HEADER SPANS (UNLESS OTHERWISE NOTED)
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BOLTS - A-307, FY=33 KSI
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EXTERIOR BEARING WALLS.
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STRUCTURAL STEEL - A-36, FY=36 KSI
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* SEE PLAN FOR TYPE AND LOCATION
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ALL LUMBER SHALL BEAR AN APPROVED GRADING STAMP.
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ALL GLUE-LAM BEAMS SHALL HAVE A 2400 Fb MINIMUM.
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LUMBER NOTES (KILN DRIED WOOD)
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PANEL INDEX.
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INDEX OF 32/16.
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WIDTH 4" OR LESS
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WIDTH GREATER THAN 4"
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NO. 11 GA.
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NO. 16 GA.
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NO. 11 GA.
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NO. 16 GA.
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SUPPORTING ROOF
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AND CEILING ONLY
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875 (SING)
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875 (SING)
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875 (SING)
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776 (REP)
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SUPPORTING ONE FLOOR
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AND ROOF
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1,400,000
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1,600,000
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1,600,000
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1,600,000
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INTERMEDIATE
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6d AT 12" O.C.
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8d AT 12" O.C.
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10d AT 10" O.C.
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8d AT 12" O.C.
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Fb (psi)
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1006 (REP)
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24" O.C.
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Fv (psi)
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8d AT 6" O.C.
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10d AT 6" O.C.
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8d AT 6" O.C.
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S/I RATIO
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6d AT 6" O.C.
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1,700,000
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PLUMBING
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WALL PANELS
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1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL
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BRIDGING TO JOIST, TOENAIL EACH END
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JOIST TO SILL OR GIRDER, TOENAIL
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WIDER THAN 1"x6" SUBFLOOR TO EACH JOIST, FACE NAIL
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2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
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SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
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SOLE PLATE TO JOIST OR BLOCKING, AT BRACED
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DOUBLED TOP PLATES, FACE NAIL
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DOUBLED TOP PLATES, LAP SPLICE
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BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE TOENAIL
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RIM JOIST TO TOP PLATE, TOENAIL
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NAILING SCHEDULE
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TOP PLATE TO STUD, END NAIL
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STUD TO SOLE PLATE
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DOUBLE STUDS, FACE NAIL
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1/2" AND LESS
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2" PLANKS
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19/32"-3/4"
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1 1/8"-1 1/4"
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1 7/8"-1 1/4"
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SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): (1 INCH=25.4 mm)
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COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING):
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3/4" AND LESS
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CONTINUOUS HEADER TWO PIECES
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CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL
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CONTINUOUS HEADER TO STUD, TOENAIL
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CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL
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CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
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1" BRACE TO EACH STUD AND PLATE, FACE NAIL
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1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL
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WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL
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WOOD STRUCTURAL PANELS AND PARTICLEBOARD:
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RAFTER TO PLATE, TOENAIL
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BUILT-UP CORNER STUDS
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BUILT-UP GIRDER AND BEAMS
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TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
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CONNECTION
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FACTORY BUILT FIREPLACE UNITS SHALL BE CERTIFIED BY A CURRENTLY
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APPROVED I.C.B.O. TESTING LABORATORY FOR CONFORMANCE WITH UNDERWRITERS
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LABORATORIES INC.'S TESTING STANDARD NUMBER 127 (U.L. 127) AND/OR HAVE AN
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FACTORY BUILT FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH THE
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TERMS OF THEIR LISTINGS, THEIR EVALUATION REPORTS, AND THE
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HEARTH EXTENSIONS SHALL HAVE THE MINIMUM DIMENSIONAL REQUIREMENTS AS
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SHOWN IN THE MANUFACTURER'S WRITTEN INSTALLATION MANUAL CENTERED
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HEARTH EXTENSIONS SHALL HAVE THEIR DECORATIVE NON-COMBUSTIBLE FINISH
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MATERIALS (i.e. TILE, STONE, MASONRY, ETC.) INSTALLED OVER A THERMAL
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RESISTIVE BARRIER WHICH COMPLIES WITH THE MANUFACTURER'S WRITTEN
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ALL CONSTRUCTION PROJECTING OUT BEYOND THE FACE OF THE PRE-FAB
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FIREBOX OPENING AND/OR WITHIN 12" OF THE PRE-FAB FIREBOX OPENING SHALL
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BE OF NON-COMBUSTIBLE MATERIALS AND IN CONFORMANCE WITH THE
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PROVIDE AGA LISTED AND APPROVED SHUT-OFF DAMPERS. DAMPERS SHALL BE
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PROVIDE A SCREENED MAKE-UP AIR VENT TO THE EXTERIOR FROM THE FIREBOX.
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A SOILS CONTAMINANT EVALUATION AND GEOTECHINICAL REPORT IS
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RECOMMENDED FOR THIS PROJECT PRIOR TO CLEARING AND GRUBBING OF SITE.
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LANDINGS AT ALL DOOR LOCATIONS SHALL HAVE A MAXIMUM SLOPE OF 1/4"
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SEAL ALL VOIDS AROUND PENETRATIONS THRU FLOOR SLABS.
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PROVIDE #4's AT 12" O.C. EACH WAY AT ALL INTERIOR AND EXTERIOR COLUMN
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PROVIDE 2-#4's CONTINUOUS MINIMUM AT INTERIOR BEARING FOOTING.
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PROVIDE COPPER UFER AT SERVICE ENTRANCE (VERIFY WITH ELECTRICIAN).
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PROVIDE 2-#4's IN FOOTINGS OVER RETURN AIR DUCTS. EXTEND 12" EACH SIDE.
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FIREPLACE FOOTING MINIMUM 18" BELOW UNDISTURBED SOIL WITH MINIMUM #4's
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AT 12" O.C. EACH WAY WHEN MASONRY FIREPLACES ARE USED (VERIFY WITH
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PROVIDE A NON-SLIP SURFACE ON ALL EXTERIOR CONCRETE.
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GROUT - F'C=2000 PSI
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MATERIAL SPECIFICATIONS
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CONCRETE - F'C=2500 PSI AT 28 DAYS MINIMUM. 3500 PSI AT DRIVEWAY
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MASONRY - GRADE 'N', F'M=1350 PSI
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MORTAR - TYPE S, F'M=1800 PSI
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FOUNDATION PLAN).
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INSTALLATION MANUAL.
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STRUCTURAL NOTES
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FOUNDATION NOTES
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FACTORY BUILT (PREFAB) FIREPLACES
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ACTIVE I.C.B.O./N.E.R. EVALUATION REPORT.
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MANUFACTURER'S WRITTEN INSTRUCTIONS.
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ABOUT THE PRE-FAB FIREBOX OPENING.
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MANUFACTURER'S WRITTEN INSTALLATION MANUAL.
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WELDED OPEN 1" OR PROVIDED WITH A 3" %%129 HOLE.
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PROVIDE (U.L.) APPROVED RAINTIGHT GAS FITTING AT DISCHARGE.
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16d AT 16" O.C. ALONG EACH EDGE
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BOTTOM AND STAGGERED 2-2Od
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AT ENDS AND AT EACH SPLICE
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2Od AT 32" O.C. AT TOP AND
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8d or 6d
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10d or 8d
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10d or 8d
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10d or 8d
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2-16d AT EACH BEARING
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16d AT 24" O.C.
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PER FOOT.
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FOOTINGS.
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4-8d, TOENAIL OR 2-16d, END NAIL
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16d AT 16" O.C.
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16d AT 24" O.C.
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16d AT 16" O.C.
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8d AT 6" O.C.
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3-16d PER 16" (406 MM)
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INTERVALS.
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BUILT-UP ROOF GENERAL NOTE
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MEDICINE CABINET
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MILLIMETER (S)
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MASONRY OPENING
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NOT IN CONTRACT
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NOT TO SCALE
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ON CENTER
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OVERHANG
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INTERIOR DESIGN
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INTERIOR
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INSULATION
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JANITOR'S CLOSET
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LAVATORY
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LOW POINT
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LONG LEG HORIZONTAL
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LONG LEG VERTICAL
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LAMINATE (D)
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GALLONS PER MINUTE
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HOLLOW CORE
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HORIZONTAL
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HEAVY DUTY
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HOT WATER
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HORSE POWER/HIGH
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HOSE BIBB
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GREASY WASTE
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GENERAL CONTRACTOR
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GALVANIZED
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MECHANICAL
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STRUCTURAL
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PARTITION
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POLYVINYL CHLORIDE
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POINT OF SALE
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PREFABRICATED
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POUNDS PER SQ. FOOT
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POUNDS PER SQ. INCH
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PRESSURE TREATED
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PER LINEAL FOOT
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PHASE, DIAMETER
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REQUIRED
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SOLID CORE
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SPECIFICATIONS
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REFRIGERATOR
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REINFORCING
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RIGHT OF WAY
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ROUGH OPENING
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RECEPTACLE
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ROOF DRAIN
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RETURN AIR
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24" O.C.
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24" O.C.
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DESIGN AND CONSTRUCT TO MEET REQUIREMENTS OF ZONE C
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ZONE FACTOR, Z=0.075
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SEISMIC ZONE C
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GENERAL NOTES
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CEILING JOISTS SHALL BE DOUGLAS FIR LARCH NUMBER 2 OR BETTER
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WHERE RIPPERS ARE ATTACHED TO TOP OF ROOF JOISTS (i.e. TO OBTAIN SLOPE
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PLYWOOD CLEATS SHALL BE NAILED TO THE SIDES AT 48" O.C. (MINIMUM)
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RIPPERS SHALL NOT RUN PERPENDICULAR TO MAIN FRAMING MEMBERS. IF
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RIPPERS ARE USED TO OBTAIN CROSS DRAINAGE TO MAIN FRAMING MEMBERS,
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O.C. WHEN THE RIPPERS BECOME MORE THAN 1 1/2" DEEP, 3"x3"x1/2" (MINIMUM)
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STAGGERED BETWEEN SIDES. EACH CLEAT SHALL BE SECURED WITH 4-6d
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FOR DRAINAGE), THE RIPPERS SHALL BE NAILED TO THE JOIST WITH 16d AT 24"
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(MINIMUM), 2 INTO THE JOIST AND 2 INTO THE RIPPER.
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U.L. STANDARD NO. 55-A), AND INSTALLED PER MANUFACTURER'S WRITTEN
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INSTRUCTIONS
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RATED BUILT-UP ROOF COVERING ASSEMBLY SHALL CONSIST OF AN APPROVED
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AND LISTED "CLASS C" OR BETTER ASSEMBLY (TESTED IN ACCORDANCE WITH
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CEILING JOIST SCHEDULE
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RIPPER/BUILT-UP ROOF JOIST NOTE
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SEISMIC ZONE
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THEY SHALL STAIR-STEP IN HEIGHT.
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1/2" CDX PLYWOOD SHEATHING.
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8d AT 13" O.C. AT INTERIOR.
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8d AT 6" O.C. AT EDGES.
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MINIMUM ROOF SLOPE: 1/4" P.L.F.
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ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES AND AMENDMENTS
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PER THEIR ADOPTING ORDINANCE:
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CONSTRUCTION CODES
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FINISH GRADE SHALL SLOPE 5% FOR A DISTANCE OF 10' TO AN APPROVED
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FINISH FLOOR SHALL BE MINIMUM 6" ABOVE ADJACENT GRADE.
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IF UNDERGROUND RETURN AIR IS UTILIZED BUILD UP 18" ABOVE FLOOR.
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WATER DISPOSAL AREA. (OR AS NOTED ON GRADING PLAN.)
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MINIMUM INSULATION:
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2x2 - R7
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2x6 - R19
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CLG - R30
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2x4 - R11
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2x8 - R22
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24" O.C.
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MAX. SPAN
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24" O.C.
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MAX. SPAN
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WATER CLOSET
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WALL CLEAN OUT
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WATER HEATER
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WATER PROOF
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WELDED WIRE FABRIC
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WELDED WIRE MESH
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VERTICAL
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VENT THRU ROOF
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TELEVISION
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TOP OF SLAB
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TONGUE AND GROOVE
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TELEPHONE
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W.P. GYP. BD.
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MONIER TILE
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MISSION TILE
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SKYLIGHT
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BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN
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OF STAIRS, IF THE WALLS UNDER THE STAIRS ARE UNFINISHED.
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AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR
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WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND CONTROL, SHALL
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IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR
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OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,
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THE INTEGRITY OF ALL FIRE BLOCKING, AND DRAFT STOPS, SHALL BE MAINTAINED.
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HAVE FIRE BLOCKS OF MINERAL FIBER OR GLASS FIBER, OR OTHER APPROVED
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%%UOR%%U BE APPROVED AND LISTED BY OTHER NATIONALLY RECOGNIZED TESTING
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ALL PRODUCTS LISTED BY I.C.B.O./N.E.R. NUMBERS SHALL BE INSTALLED PER THE
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REPORT AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTIONS
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FOR PRODUCTS LISTED SHALL ALSO HAVE I.C.B.O. APPROVED EVALUATION REPORTS
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ALL PRODUCTS LISTED BY I.C.B.O./N.E.R. NUMBER(S) SHALL BE INSTALLED PER THE
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OR BE APPROVED AND LISTED BY OTHER NATIONALLY RECOGNIZED TESTING
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SPACES SUCH AS SOFFITS, DROPPED CEILINGS, AND COVE CEILINGS.
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FOR PRODUCT(S) LISTED SHALL ALSO HAVE I.C.B.O. APPROVED EVALUATION REPORT(S)
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AT CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED
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SPACES, AT THE CEILING AND FLOOR LEVELS, AND AT 1O' FT. INTERVALS BOTH
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AT ALL INTER-CONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL
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IN CONCEALED SPACES BETWEEN STAIR STRINGERS, AT THE TOP AND THE
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REPORT AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTION(S)
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FIRE BLOCKING REQUIRED
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SPRAY FOAM ROOFING GENERAL NOTE
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FOAM APPLIED TO PREPARED PLYWOOD DECK. UL #R16029 "PRO-TECH PRODUCTS"
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COAT SHALL BE APPLIED IN SUFFICIENT QUANTITY TO INSURE ADHESION OF
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(480) 945-7303. FINISH SHALL BE 3 COATS ACRYLIC ELASTOMERIC PAINT. THE
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SECOND COAT SHALL BE PIGMENTED TO MATCH HOUSE AND SHALL HAVE #3O
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SILICA AGGREGATE BROADCAST ON WHILE PAINT IS STILL PLASTIC. A FINAL MIST
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AGGREGATE. PROVIDE 24''x24'' RUBBER MAT SPLASH BLOCKS AT ALL PARAPET SLEEVES.
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SPRAY FOAM ROOFING SHALL BE 1'' (INCH) THICK SPRAYED IN PLACE POLYURETHANE
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I.C.B.O./N.E.R. NUMBERS
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FACTORY-BUILT CHIMNEYS.
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NON-RIGID MATERIAL.
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VERTICAL AND HORIZONTAL.
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USE NON-COMBUSTIBLE MATERIALS.
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I.C.B.O.
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AGENCIES.
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I.C.B.O.
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I.C.B.O.
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I.C.B.O.
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I.C.B.O.
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AGENCIES.
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DECKFLEX WATERPROOF DECKING
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WESTERN ONE-KOTE STUCCO
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CONCRETE FLAT TILE
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I.C.B.O.
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I.C.B.O.
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I.C.B.O.
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IF NO SOILS REPORT IS AVAILABLE, CONTRACTOR SHALL ASSURE AN ALLOWABLE
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SOIL BEARING VALUE OF 1500 P.S.F. MINIMUM AT 18" BELOW UNDISTURBED SOIL
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OR ENGINEER CERTIFIED COMPACTED SOIL.
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A FIREPLACE OR WOODSTOVE THAT DIRECTLY BURNS WOOD OR OTHER SOILD
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INSTALLATION OF A PERMANENT GAS OR ELECTRIC LOG INSERT WILL BE REQUIRED. A GAS
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FUEL SHALL NOT BE APPROVED TO BE INSTALLED OR CONSTRUCTED. THE
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OR ELECTRIC STUB OUT FOR FUTURE INSTALLATION OF A LOG WILL NOT BE ACCEPTABLE.
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ENERGY REQUIREMENTS
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1. BUILDER PARTICIPATION IN A NATIONALLY RECOGNIZED THIRD PARTY ENERGY PROGRAM WILL BE
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2015 IRC/2015 IECC. A CERTIFICATE OR STICKER MUST BE PROVIDED AT THE SES PANEL AND WILL
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BE VERIFIED AT THE FINAL INSPECTION OF THE DWELLING.
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a. ALL OPENINGS IN BUILDING ENVELOPE MUST BE SEALED.
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2. AIR LEAKAGE:
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a. SHGC = %%u 0.4
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4. MATERIALS AND INSULATION INFORMATION:
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3. SOLAR HEAT GAIN COEFFICIENT:
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b. RECESSED LIGHTS TYPE IC RATED 0.5" FOAM COMB. & 3" FROM INSULATION
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e. DOOR U-FACTORS: .46
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f. HEATING & COOLING EQUIP. EFFICIENCY: SEER 10.0 MIN.
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CERTIFICATE MAY BE REQUIRED AT THE TIME OF FINAL INSPECTION.
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g. A SEPARATE INSULATION INSPECTION MAY BE REQUIRED PRIOR TO DRYWALL OR AN INSTALLATION
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c. INSULATION VALUES: 2x2 - R7, 2x4 - R11, 2x6 - R19, 2x8 - R22, CLG. - R30
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d. GLAZING U-FACTORS: .61
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b. BUILDER SHALL PROVIDE MANUF. MANUALS FOR HVAC & SERVICE WATER HEATING EQUIP.
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a. MATERIALS & EQUIP. MUST BE INSTALLED PER MANUF. INSTRUCTIONS.
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c. COOLING DUCTS WITH EXTERIOR INSULATION COVERED WITH VAPOR RETARDER.
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d. AIR FILTERS REQUIRED IN RETURN-AIR.
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7. TEMPERATURE CONTROLS:
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e. HVAC MUST PROVIDE MEANS FOR BALANCING AIR AND WATER SYSTEMS.
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- COOLING ONLY - 70 DEGREES F TO 85 DEGREES F
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- HEATING & COOLING - 55 DEGREES F TO 85 DEGREES F
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- HEATING ONLY - 55 DEGREES F TO 75 DEGREES F
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a. THERMOSTAT REQUIRED FOR EACH SEPARATE HVAC SYSTEMS AS FOLLOWS:
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6. DUCT CONSTRUCTION:
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a. ALL JOINTS, SEAMS, CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS, GASKETS,
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b. DUCTS MUST BE SUPPORTED EVERY 10 FEET OR PER MANUF. SPECS.
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MASTICS, MASTIC-PLUS-EMBEDDED-FABRIC OR TAPES (DUCT TAPE NOT PERMITTED).
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b. RETURN-AIR DUCTS - INSULATION R- VALUE = 8
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c. PLENUMS - INSULATION R-VALUE = 8
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a. SUPPLY DUCTS - INSULATION R-VALUE = 8
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5. DUCT INSULATION:
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b. CIRCULATING HOT WATER SYSTEMS MUST HAVE AUTOMATIC OR MANUAL CONTROLS AND PIPES
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MUST BE INSULATED.
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c. HEAT PUMP THERMOSTAT MUST PREVENT BACK-UP HEAT FROM TURNING ON WHEN HEATING
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REQUIREMENTS CAN BE MET BY HEAT PUMP ALONE.
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a. REQUIRED IN UNCONDITIONED SPACES CONVEYING FLUIDS ABOVE 105 DEGREES F OR CHILLED
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8. HVAC PIPING INSULATION:
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a. WATER HEATERS WITH VERTICAL PIPE RISERS MUST HAVE HEAT TRAP ON BOTH INLET & OUTLET
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UNLESS WATER HEATER HAS INTEGRAL HEAT TRAP OR PART OF CIRCULATING SYSTEM.
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9. SERVICE WATER HEATING:
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FLUIDS AT LESS THAN 55 DEGREES F MUST BE INSULATED.
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b. PROVIDE MEANS TO PARTIALLY RESTRICT OR SHUT-OFF HVAC INPUT TO EACH ZONE OR FLOOR.
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ACCEPTED AS COMPLIANCE WITH THE REQUIREMENTS FOR THE ENERGY EFFICIENCY IN
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1500 PSF to be verified by a geo-technical report
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Minimum Footing Depth: 18" into undisturbed soil or engineered tested fill per the engineer's report.
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Dead Load (tile roofs) 25 LBS
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Dead Load (flat roofs) 15 LBS
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Roof: Live Load 16 LBS
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within that jurisdiction, who will make the necessary modifications and affix his seal.
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due to geographical, or jurisdiction is to be verified by a local design professional, licensed to practice
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This plan has been prepared based on the following design criteria. Any deviation in requirements
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DESIGN CRITERIA:
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DESIGN CRITERIA
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Design Originals Is A Professional Building Design
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Firm. We Are Not Qualified To Nor Licensed To Design
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Structural Framing Or Foundations. A Licensed Professional
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Engineer Should Be Consulted Regarding The Framing
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And Foundation. Should An Engineer's Seal Be Present On
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These Drawings, The "Engineer Of Record" Shall Bear The
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Responsibility For The Structural Design. Design Originals, Inc.
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Will Not Be Held Responsible For The Structural Design
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In Any Way/Or Any Problems Which My Arise.
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2015 Uniform Mechanical Code (UMC) - Local Amendments
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2015 International Property Maintenance Code (PMC) - Local Amendments
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2015 International Building Code-Local Amendments
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2015 International Energy Code -Local Amendments
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2015 International Fire Code - Local Amendments
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2015 International Residential Code (IRC) - Local Amendments
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2015 Uniform Plumbing Code (UPC) - Local Amendments
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2017 National Electrical Code - Local Amendments
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12 OF 12
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O4-20-21
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DATE: 04-20-21
