Model

“Building Beyond Expectations”

START ORDER 7/20/2020

Start Order Date

July 20, 2020

Stage

Pre-Con

commonly known as:

80 S Melpomene Wy

Lot No.

8

Garage: L

Model/Plan

2873

Elevation

E

Color Group

3

Add/Delete items gas stub to rear yard soft water loop ADD extra hose bib - see construction mini for location Optional Patio (include 5o8o SGD in Bedroom 2 Optional Sink in J & J bath Laundry Sink Pre-Plumb (pre-plumb only) ADD 3 pendant light pre-wire Shower w/ showerpan floor ILO tub/shower combo in J & J Bath ADD blocking for grab bar - location TBD at frame walk ADD 4 can lights in great room ADD Custom Garage - see plans below Concrete pad in front of 4 car garage, 40' wide by 25' deep ADD 4' sidewalk from garage service door to rear patio ADD 3 ton A/C - heat pump to garage

Insulate garage, R-38 ceiling, R-19 exterior walls ADD 6-panel interior doors throughout White Ceilings ADD single kitchen island, same as OST Lot 6

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12839 N. Whitlock Canyon Rd Oro Valley, AZ 85755 520.465.8667

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1 UPPER CABINET 2 COUNTER TOP per BUILDER SPEC. o/ BASE +36"H.

3 ISLAND w/ PONYWALL: +42"H. / COUNTER CONTINUOUS 3a ISLAND w/ PONYWALL: +34.5"H. / COUNTER CONTINUOUS 4 opt. DIRECT VENT GAS FIREPLACE w/ TILE HEARTH / INSTALL per MANUFACTURERS SPECS (REFER to INTERIOR ELEVATIONS) 5 HARD SURFACE FLOORING per BUILDER SPEC. / VERIFY EXTENTS 5a SUGGESTED BREAK in FLOORING FINISH 6 ARCHED OPENING: SPRINGLINE +8’-6” / MIDPOINT +8’-11” 6a ARCHED OPENING: SPRINGLINE +8'-6" / MIDPOINT +9'-2" 6b ARCHED OPENING: SPRINGLINE +8'-6" / MIDPOINT +9'-6" 9 TOILET AREA: PROVIDE 30”w. x 21” CLEAR in FRONT 10 2x6 PLUMBING WALL 10a 2x6 INTERIOR WALL 11 TUB / SHOWER w/ POLE & SURROUND per BUILDER SPEC. 11a TUB w/ SPLASH per BUILDER SPEC. 12a SHOWER w/ 3.5" DROPPED SLAB / SURROUND & PAN per BUILDER SPEC. 13 COUNTER w/ SINK(S) per BUILDER SPEC: OWNER’s BATH: +36”H. / SECONDARY BATHS: +30”H. 14 50 GAL. WATER HEATER on +18”H. PLATFORM 15 FAU on +18”H. PLATFORM 16 PROTECTIVE BARRIER for GAS APPLIANCE(S) at GAR.: SHEETROCK COVERED STUD WALL 17 GYPSUM WALLBOARD per SHEET D0, DIV. 9 23 opt. 8” DIA. SOLAR TUBE TYPE SKYLIGHT 24 ATTIC ACCESS: ONLY at ATTICS w/ 30" CLEARANCE or GREATER 26 ALIGN WINDOW HEAD w/ ADJACENT DOOR 30 CONCRETE at EXT. DOOR to HOUSE: EXT. CONC. FLUSH w/ SLAB / SLOPE AWAY for DRAINAGE 31 CONCRETE FLATWORK per BUILDER SPEC. 31a CONCRETE STOOP per BUILDER SPEC: 36" SQ. x 4" 32 A/C COMPRESSOR on VIBRATION RESISTANT PADS / LOCATION per BUILDER (NOT ALLOWABLE on ROOF) 75 opt. ENTERTAINMENT: PROVIDE POWER & MULTI MEDIA OUTLET (TV,CABLE, PHONE, COMPUTER) / PROVIDE 2x FLAT BACKING BETWEEN STUDS from 5’-8” to 7’-4” / PROVIDE SMURF TUBE from AREA DIMENSIONED ABOVE F.P. to ENTERTAINMENT AREA BESIDE RECEPTACLE ADJACENT to F.P.

CEILING HEIGHTS are for GENERAL REFERENCE ONLY

·

12839 N. Whitlock Canyon Rd Oro Valley, AZ 85755 520.465.8667

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40 STUCCO FINISH (1-COAT SYSTEM) w/ 1” FOAM 42 FOAM REVEAL per ELEVATION 43 LINE of CEILING BEYOND (CENTERLINE) 44 LINE of ROOF BEYOND (DASHED) 50 CONCRETE ROOF TILE per D0 & BUILDER SPEC

12839 N. Whitlock Canyon Rd Oro Valley, AZ 85755 520.465.8667

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12839 N. Whitlock Canyon Rd Oro Valley, AZ 85755 520.465.8667

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12839 N. Whitlock Canyon Rd Oro Valley, AZ 85755 520.465.8667

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120 APPLY WOOD SHEAR PANEL PRIOR to ARCHITECTURAL COLUMN (PERPENDICULAR WALLS) 121 INTERIOR SHEARWALL CONTINUITY to EXTERIOR HOLDOWN see 10b/Sd2 121c SHEARWALL CONTINUITY at PERPENDICULAR WALL see 10c/Sd2 122 SHEARWALL ANCHORAGE: SILL PLATE ANCHORAGE or INTERIOR HOLDOWN per BUILDER DISCRETION

NOTES: VERIFY that ALL BEARING POINTS CONTINUE THROUGH to SLAB w/ CONTINUOUS SOLID BEARING all EXTERIOR WALLS to be BALLOON FRAMED to TOP of PARAPET or BOTTOM of TRUSS (U.O.N.) all GENERAL WALL FRAMING & CONNECTION DETAILS PERTAIN to this PROJECT WHETHER REFERENCED or NOT (including but not limited to): 1 thru 10 on Sd2 for ADDITIONAL INFORMATION & REQUIREMENTS: Sheet Description of Information S0 ENGINEER's DESIGN CRITERIA S0 SOILS REPORT as REFERENCED S0 ENGINEER's INSPECTION REQUIREMENTS Sd0 ENGINEER's SPECIFICATIONS & G.S.N.'s D0 ARCHITECT's GENERAL NOTES

12839 N. Whitlock Canyon Rd Oro Valley, AZ 85755 520.465.8667

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142 ROOF SHEATHING: 1/2" 32/16 APA RATED SHEATHING w/ 8d's at 6"O.C. E.N. / 12" O.C. F.N. 150 PLYWOOD CRICKET per 18/D2 170 ALIGN TOP CHORDS of TRUSSES: J,K,M,N,O&P

KING STUDS: REFER to KING STUD SCHEDULE on SHEET S0

NOTES: VERIFY that ALL BEARING POINTS CONTINUE THROUGH to SLAB w/ CONTINUOUS SOLID BEARING all EXTERIOR WALLS to be BALLOON FRAMED to TOP of PARAPET or BOTTOM of TRUSS (U.O.N.) all GENERAL WALL FRAMING & CONNECTION DETAILS PERTAIN to this PROJECT WHETHER REFERENCED or NOT (including but not limited to): 1 thru 10 on Sd2 for ADDITIONAL INFORMATION & REQUIREMENTS: Sheet Description of Information S0 ENGINEER's DESIGN CRITERIA S0 SOILS REPORT as REFERENCED S0 ENGINEER's INSPECTION REQUIREMENTS Sd0 ENGINEER's SPECIFICATIONS & G.S.N.'s D0 ARCHITECT's GENERAL NOTES TRUSS NOTES: REFER to TRUSS DIAGRAMS, MANUFACTURER's LAYOUT & CALCULATIONS all TRUSSES shall be DESIGNED & ENGINEERED by TRUSS MANUFACTURER ARCHITECT's TRUSS REQUIREMENTS: see SHEET D0, Div 6, TRUSSES ENGINEER's TRUSS REQUIREMENTS: see ENGINEER's G.S.N.'s GABLE END TRUSSES to be: STRUCTURAL TRUSSES w/ VERTICAL MEMBERS at 24" O.C. / DESIGN for 3000 lb AXIAL LOAD U.N.O. on FRAMING PLAN TRUSS PROFILES PROVIDED to SHOW ARCHITECT's DESIGN INTENT / TRUSS MANUFACTURER to VERIFY ALL LOADS & BEARING LOCATIONS / CONTACT ANDERSON ARCHITECTS at 480.389.1510 w/ ANY CONFLICTS PRIOR to FABRICATION of TRUSSES: TRUSS MANUFACTURER to SEND (2) SETS of TRUSS DIAGRAMS & LAYOUTS to ANDERSON ARCHITECTS & STRUCTURAL ENGINEER & VERIFY w/ PLANS: SPANS, BEARING LOCATIONS, BEARING HEIGHTS & LOADS

12839 N. Whitlock Canyon Rd Oro Valley, AZ 85755 520.465.8667

SHEAR WALL BEARING WALL (non-SHEAR) BEARING & SHEAR WALL CRIB WALL o/ ROOF DECK

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P20MP00019

REVIEWED for CODE COMPLIANCE P20BP04550 D3 07/27/2020 JP6698

Site Off Model Plan P20MP00019-01 Dell Mar Homes Plan 2835/2873 Elevation E

80 S Melpomene Way Vail, AZ 85641 Tax Parcel No 305-24-0010B