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3D View 1 <br />12" = V-0" <br />PLAN INFORMATIONON <br />FRAMING NOTES: I INSULATION: <br />-ALL EXTERIOR WALLS TO BE 2X6 @ 16" O.C. WITH <br />A DOUBLE TOP PLATE UNLESS OTHERWISE <br />NOTED. <br />-WALL FRAMING SHALL BE S.P.F. STUD GRADE OR <br />BETTER UNLESS NOTED OTHERWISE (U.N.O.) <br />-ALL HEADERS SHALL BE (2) - 2X10 U.N.O. <br />-EXTERIOR SHEATHING SHALL BE 7/16" MATERIAL <br />CONSISTING OF ORIENTED STRAND BOARD (OSB). <br />-ALL FLOOR AND CEILING SYSTEMS TO CHECKED <br />AND DESIGNED BY THE DESIGNATED <br />MANUFACTURER. TRUSS PLANS TO BE ON SITE @ <br />TIME OF FRAMING <br />-PRESSURE TREATED WOOD IS TO BE USED <br />WHERE WOOD IS IN CONTACT WITH CONCRETE <br />AND AT 2X8 MUD SILL. TREATED MEMBERS TO BE <br />S.Y.P. #2 OR BETTER. <br />-FOR OPENINGS IN EXTERIOR WALLS (OR WALLS <br />WITH LATERAL LOADING: <br />a) 0'-0" - 4'-0" = 1 JACK STUD <br />b) 4'-0" - 8'-0" = 2 JACK STUDS <br />c) 8'-0" - 12'-0" = 3 JACK STUDS <br />d) GREATER THEN 12'= CONSULT ENGINEER. <br />-POSTS CALLED OUT ARE NUMBER OF KING <br />STUDS REQUIRED PER SIDE OF OPENING. <br />CONCRETE NOTES: <br />-ALL CONCRETE FOOTINGS AND FOUNDATION <br />SYSTEMS ARE DESIGNED FOR A 2000 P.S.F. SOIL <br />-FOUNDATION WALLS SHALL BE FULL HEIGHT AT <br />UNBALANCED FILL GREATER THEN 3'-4" <br />-1/2" ANCHOR BOLTS EMBEDDED 7" MINIMUM @4' <br />O.C. MAX. 12" MIN. FROM EACH END. MINIMUM OF 2 <br />BOLTS IN EACH SILL PLATE <br />-PAD FOOTINGS REINFORCEMENT IS TO BE <br />LOCATED 3" FROM BOTTOM OF FOOTING TYP. <br />(WHEN REQUIRED) <br />-CONTRACTOR IS RESPONSIBLE FOR ALL STEEL <br />REBAR SIZING PER STATE AND LOCAL BUILDING <br />CODES <br />-MIN. 5000 PSI CONCRETE @ ALL FOOTINGS <br />-ALL EXTERIOR WALLS TO HAVE A MINIMUM RATING OF <br />R-20 <br />-ALL ATTIC SPACES ARE TO HAVE A MINIMUM RATING <br />OF R-49 <br />-ALL FLOOR SPACES OVER UNCONDITIONED SPACE <br />OR CANTILEVERED ARE TO HAVE A MINIMUM RATING <br />OF R-30 <br />SHEETROCK: <br />-ALL CEILINGS ARE TO HAVE 5/8" NON -SAG GYPSUM <br />BOARD U.N.O. <br />-ALL WALLS ARE TO HAVE 1/2" GYPSUM BOARD U.N.O. <br />-GARAGE CEILING AND WALLS THAT ADJOIN HOUSE <br />WALLS ARE TO BE 5/8" TYPE "X" GYPSUM BOARD <br />U.N.O. <br />-ALL EXTERIOR WALLS OF GARAGE AND HOUSE THAT <br />ARE WITHIN 5' SETBACK TO HAVE 5/8" TYPE "X" <br />EXTERIOR GRADE GYPSUM BOARD ON EXTERIOR <br />SIDE OF WALL AND 5/8" TYPE "X" ON INTERNAL SIDE <br />OF WALL. <br />DOORS AND WINDOWS: <br />ALL WINDOWS AND DOORS TO NE DOUBLE GLASS <br />PANELS WITH LOW -E RATINGS. <br />-ANY WINDOW WITHIN 24" OF A DOOR SWING MUST BE <br />TEMPERED <br />-ANY WINDOW ABOVE A TUB MUST BE TEMPERED <br />-ANY WINDOW WITHIN A STAIRWAY MUST BE TEMPERED <br />-WINDOW GLAZING MUST BE AT LEAST 18" ABOVE <br />FINISHED FLOOR WHEN WINDOW IS ABOVE & FROM <br />GRADE. <br />-ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW THAT <br />HAS A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. <br />DIMENSIONS OF 24" IN HEIGHT AND 20" IN WIDTH, SILL <br />HEIGHT NOT TO BE GREATER THEN 44" ABOVE FINISHED <br />FLOOR. <br />-WINDOWS WITH SILLS WITHIN 30F THE FLOOR THEY <br />SERVE AND ARE 72" ABOVE GRADE MUST EITHER HAVE A <br />FALL PREVENTION OR OPENING LIMITER DEVICE PER <br />CODE. <br />MECHANICAL & ELECTRICAL: <br />-ALL ELECTRICAL AND MECHANICAL EQUIPMENT TO <br />BE VERIFIED AND INSTALLED PER CODE BY <br />APPROVED TRADES AND INSTALLERS. <br />CODE INFORMATIONIATION <br />CODE INFORMATION: <br />SINGLE FAMILY CONSTRUCTION TYPE V -B <br />-2020 MINNESOTA STATE RESIDENTIAL CODE <br />-2020 NATIONAL ELECTRICAL CODE <br />-2020 MINNESOTA STATE MECHANICAL&FUEL GAS CODE <br />-2020 MINNESOTA STATE FIRE CODE <br />-2020 MINNESOTA PLUMBING CODE <br />SOIL TYPE: <br />DESIGNED WITH 2000 PSF SOILS, ALL <br />FOUNDATION CONSTRUCTION MUST FACTOR IN <br />THIS AT MINIMUM <br />WIND EXPOSURE: <br />DESIGNED WITH "EXPOSURE B" CLASSIFICATIONS <br />AND WIND GUSTS OF 115 MPH PER 2020 MN IRC <br />CODE REGULATIONS. <br />GENERAL NOTES: <br />-ALL FOUNDATION WALL STRUCTURAL INFORMATION <br />USED TO CONSTRUCT THE FOUNDATION SYSTEM IS <br />TO BE ON SITE WHEN POURING OR BUILDING WALLS. <br />-ALL STRUCTURAL BEAMS, POSTS & TALL WALLS ARE <br />TO BE BUILT PER I -LEVEL SPECIFICATIONS. <br />-ALL MANUFACTURED FLOORS & ROOF TRUSSES ARE <br />TO BE INSTALLED PER MANUFACTURERS <br />SPECIFICATIONS. <br />-ALL MANUFACTURED FLOOR & ROOF TRUSS <br />SPECIFICATIONS ARE TO BE ON SITE DURING <br />INSTALLATION. <br />WINDOW FALL PREVENTION DEVICES <br />AND WINDOW GUARDS SHALL <br />COMPLY WITH THE REQUIREMENTS <br />OF ASTM F 2090 <br />WINDOW AND EXTERIOR DOOR U - <br />FACTOR TO BE 0.30 OR BETTER <br />GLASS SOLAR HEAT GAIN COEFFICIENT <br />(SHGC) TO BE 0.28 OR BETTER <br />Sheet <br />Number <br />Sheet List <br />Sheet Name <br />A02 <br />Elevations <br />A03 <br />Foundation / Basement <br />A04 <br />Main Level <br />A05 <br />Upper Level <br />A06 <br />Site Plan <br />A07 <br />Rear 3D Proposed <br />A10 <br />Detail Plan 2 of 2 <br />E1 <br />Basement <br />E2 <br />Main Level <br />E3 <br />Upper Level <br />A11 <br />Bracing Notes <br />Al2 <br />Bracing Plan <br />Cover Page <br />A01 <br />Area Schedule <br />Area Level 7 Name <br />1837 SF <br />Second Floor <br />Upper Level <br />1284 SF <br />Basement Floor <br />Finished Basement <br />1624 SF <br />820 SF <br />First Floor <br />First Floor <br />Main Level <br />Garage <br />176 SF <br />First Floor <br />Porch <br />503 SF <br />First Floor <br />Deck <br />78 SF <br />Basement Floor <br />Stairs <br />100 SF <br />Basement Floor <br />Mech Room <br />3D View 2 <br />12" = V-0" <br />PC Exhibit E <br />UL4 <br />Ak . x_ <br />~4 <br />AVA STUDIO <br />4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 <br />PHONE 612 532 8159 <br />EMAIL AVASTUDIO.AB1 @GMAIL.COM <br />ALL PLANS ARE TO BE REVISED BY THE GENERAL <br />CONTRACTOR AND THE MUNICIPAL BUILDING <br />OFFICIAL PRIOR TO CONSTRUCTION. <br />AVA STUDIO LLC. IS NOT RESPONSIBLE <br />FOR ANY PROBLEM AS A RESULT OF AN ERROR <br />OMISSION ON THESE PLANS. <br />1380 Rest Point Rd <br />Orono <br />Cover Page <br />Project number 1380 <br />Date 5/31/2023 <br />Drawn by Alexander Bocharnikov <br />A01 <br />Scale 12" = 1'-0" <br />a <br />co <br />N <br />0 <br />N <br />00 <br />N <br />