|
ASPHALT SHINGLES
<br />DRIP EDGE)/
<br />1X4 OVER 5/08 FASCIA
<br />OVER 2X SUB -FASCIA
<br />CONT, VENTED HARDIE
<br />OR SIM. SOFFIT
<br />TYPICAL LOWER SIAB ASSEMBLY
<br />• 4" STANDARD CONC. FLOOR SLAB
<br />• 2" RIGID INSULATION UNDER
<br />SLAB W/ 6MIL VAPOR BARRIER
<br />TAPED AND LAPPED
<br />• 8" MIN. RIVER ROCK- DRAIN
<br />TO INTERIOR DRAIN TILE
<br />d d d
<br />oa
<br />VAPOR BARRIER
<br />C //
<br />TUBING IN 4B
<br />CONCRETE SUB E
<br />WIRE MES
<br />OR FIBER MESH -
<br />BOARD & BATTEN SIDING
<br />PER ELEVATIONS
<br />HSS 10X5X3/8;
<br />SEE STRUCTURAL
<br />2X2 HEAD TRIM W/ SLOPED TOP;
<br />FLASH AS REQ'D.
<br />SEALANT W/ BACKER ROD
<br />WINDOWS PER SPEC:
<br />a ROOF EAVE/ B&B SIDING
<br />A4.0 SCALE: 3/4"=1'-0"
<br />TYPICAL ASPHALT ROOF ASSEMBLY
<br />• ASPHALT SHINGLES PER ELEVATIONS
<br />• 15# FELT W/ ICE AND WATER SHIELD 2 ROWS UP AT EAVES AND
<br />VALLEYS
<br />RIDGE VENTS, PLUMBING CAPS, CRICKETS, VALLEY TIN AND
<br />DIVERTERS AS REQ'D.
<br />• DRIP EDGE BELOW UNDERLAYMENT ATALL EAVES
<br />)PROVIDE FLASHING TAPE AS REQ'D.)
<br />• 15/32" OSB WITH H CLIPS
<br />• ROOF TRUSSES - SEE STRUCTURAL
<br />• BLOWN IN FIBERGLASS INSULATION
<br />EQUALS R49 - PROVIDE INSUL. BAFFLES
<br />• 5/8" GYP BD CEILING
<br />(GARAGE CEILINGS SHALL BE 5/8" TYPE
<br />'X' GYP. BD.,
<br />TAPED, MUDDED, SANDED, PRIMED AND PAINTED)
<br />TYPICAL WALL ASSEMBLY
<br />• SIDING PER ELEVATIONS
<br />•• CEDAR T&G/PANELING/ B&B (OR SIMILAR)
<br />•• TYVEK "DRAIN WRAP" (TYP. @ WOOD OR CEMENTITIOUS
<br />SIDING)
<br />• 1/2" CDX PLYWOOD SHEATHING
<br />• 2X6 STUDS @ 16" O.C. U.N.O.
<br />• R-21 (MIN.) INSULATION -SEAL ALL PENETRATIONS IN EXTERIOR
<br />WALL SHEATHING, LIGHT BOXES, ELECTRICAL OUTLETS WITH
<br />MINIMAL EXPANDING FOAM
<br />• BREATHABLE VAPOR RETARDER "MEMBRAIN" BY
<br />°CERTAINTEED" OR SIM IN ANY AREAS WHERE CLOSED -CELL
<br />INSULATION IS NOT USED)
<br />• - 1/2" GYPSUM BOARD
<br />-INTERIOR CASING PROFILE B.O.
<br />TYPICAL FOUNDATION WALL ASSEMBLY
<br />• BACKFILL FOUNDATION WITH FREE -DRAINING,
<br />COMPACTED BACKFILL & CAP WITH POSITIVELY SLOPED
<br />BACKFILL (UNDER TOPSOIL)
<br />81, 2 3/8" GMX ULTRASHIELD (R10) BELOW GRADE, 2" ABOVE
<br />I GRADE
<br />I I �I �I DRAINAGE BOARD WITH ULTRADRY WATERPROOFING
<br />d .[RIGID
<br />OURED CONCRETE FOUNDATION WALL (SEE
<br />TRUCTURAL)
<br />I" MIN. CLOSED CELL INSULATION @FDN. INTERIOR
<br />R-10 MIN.) -ACTS AS VAPOR BARRIER (R 15 TOTAL @
<br />Q 4PON.)
<br />X41NTERIOR WALL FRAMING @ 16" O.C. (SEE PLANS FOR
<br />dOCATIONS- OMIT AT MECH, ROOM)
<br />/2" GYP. BOARD (MOISTURE RESISTANT @ WET AREAS)
<br />EALANT OR GASKET
<br />aNDER TRT'D. BOTTOM PLATE
<br />dXPANDED POLYSTYRENE
<br />INSULATION
<br />a
<br />4" PERFORATED POLYETHYLENE
<br />DRAIN TILE
<br />IN PEA ROCK BED
<br />W/ SILT CLOTH OVER,
<br />SLOPE TO SUMP BASKET
<br />OR DAYLIGHT
<br />s SLAB DETAIL -VERIFY W/ G.C.
<br />A4,0 SCALE: 3/4"=1'-0"
<br />(VERIFY DESIGN)
<br />FLASHING TO MATCH GUTTER;
<br />WRAPPED OVER DECK EDGE (VERIFY)
<br />CONT. MEMBRANE
<br />O
<br />Z
<br />0
<br />O
<br />3
<br />U
<br />vao3d
<br />0OOmz
<br />o�OmO
<br />z0m�o l
<br />od,
<br />�r
<br />o � I
<br />SOLE PLATE CAULKED/ GASKETED TO
<br />SUBFLR. TYP.
<br />2X TRT'D. SILL PL W/ SEALER
<br />ANCHOR BOLT@ 48' O/C
<br />PROVIDE 1/8" X 2'0 WASHER
<br />COUNTERSINK 1/4" INTO T/O PL
<br />EMBED BOLT MIN. 7' INTO CONC
<br />REFINISHED METAL COIL STOCK
<br />. TO b" BELOW GRADE
<br />-4
<br />s TYP. FOUNDATION DTL. @ BOTT. CHORD BRG., 9' POUR
<br />A4.0 SCALE: 3/4" = 1'-0"
<br />I'-6" CORNER POST BEYOND
<br />OPENING FROM ROOF
<br />TO GUTTER,
<br />PROVIDE DIVERTERS @ FP
<br />GUTTER, MATCH EXTERIOR
<br />1/4' PER 12"
<br />' . /4" DECKING, FASTENED TO TAPERED''
<br />• BACKFILL FUUNDAI IUN VVI IH FREE -DRAINING,
<br />WEATHER TRTD. SLEEPERS,'
<br />VERIFY SQ. PROFILE
<br />.a .4
<br />p COMPACTED BACKFILL & CAP WITH POSITIVELY SLOPED
<br />.ON jJ&G SHEATHING, ON TAPERED
<br />RIDGE VENTS, PLUMBING CAPS, CRICKETS, VALLEY TIN
<br />FLOOR JOISTS 5(0PED f PER F60T DESIGNED B.G. '•
<br />BACKFILL (UNDER TOPSOIL)
<br />U 23/8"GMX ULTRASHIELD(R10) BELOW GRADE, 2"ABOVE
<br />_ STRUCTURAL ENGINEERING (B.O.)
<br />INSULATED WALL ILL CAVITY SOLID W/
<br />SPRAY FOAM INSULATION, R-49 MIN. R -VALUE
<br />O. GRADE
<br />O FASCIA•
<br />15/32" OSB WITH H CLIPS
<br />d
<br />O DRAINAGE BOARD WITH ULTRADRY WATERPROOFING
<br />• BLOWN IN FIBERGLASS INSULATION
<br />_ POURED CONCRETE FOUNDATION WALL (SEE
<br />• 5/8" GYP BD CEILING
<br />o
<br />STRUCTURAL)
<br />0(' GYP, BD.,
<br />• 1" MIN. CLOSED CELL INSULATION @ PON. INTERIOR
<br />METAL ACCENT ROOF ASSEMBLY
<br />(R-10 MIN.) -ACTS AS VAPOR BARRIER (R15 TOTAL @
<br />-
<br />• INSTALL HIGH TEMPERATURE GRACE ICE & WATER
<br />FDN.)
<br />• DRIP EDGE BELOW UNDERLAYMENT AT ALL EAVES
<br />2X4 INTERIOR WALL FRAMING @ 16" O.C. (SEE PLANS FOR
<br />I
<br />g 3/B��AT
<br />4 MECH.
<br />�] I-
<br />L1/2'CGYP.
<br />BLCW-W-LN FIBERGASS INSIIIATinN
<br />EQUALS R49 - PROVIDE INSUL. BAFFLES
<br />f X' • BOAR DIT(MOISTURE REESSIIS A)NT @ WET AREAS)
<br />s TYP. FOUNDATION DTL. @ BOTT. CHORD BRG., 9' POUR
<br />A4.0 SCALE: 3/4" = 1'-0"
<br />I'-6" CORNER POST BEYOND
<br />OPENING FROM ROOF
<br />TO GUTTER,
<br />PROVIDE DIVERTERS @ FP
<br />GUTTER, MATCH EXTERIOR
<br />1/4' PER 12"
<br />' . /4" DECKING, FASTENED TO TAPERED''
<br />PANELING COLOR,
<br />WEATHER TRTD. SLEEPERS,'
<br />VERIFY SQ. PROFILE
<br />ON SfNGLE'PLY. RUBBER FIEMBRANI .
<br />-
<br />.ON jJ&G SHEATHING, ON TAPERED
<br />RIDGE VENTS, PLUMBING CAPS, CRICKETS, VALLEY TIN
<br />FLOOR JOISTS 5(0PED f PER F60T DESIGNED B.G. '•
<br />STRUCTURAL BEAM PERS
<br />_ STRUCTURAL ENGINEERING (B.O.)
<br />INSULATED WALL ILL CAVITY SOLID W/
<br />SPRAY FOAM INSULATION, R-49 MIN. R -VALUE
<br />SIDING PER ELEVATION
<br />TOP OF U.L. PLATE
<br />TOP OF UPPER SUB. FUR.
<br />TOP OF M.L. PLATE
<br />STAIR LANDING
<br />6 1/2"
<br />2 SCREEN PORCH DECK OVER CONDITIONED SPACE DTL.
<br />A4.0 SCALE: 3/4"=1'-0"
<br />T.O. SUB -FLOOR MAIN LEVEL
<br />ELFV.: 96222' (99'-11 1/4")
<br />T.O. PLATE
<br />-2X6 TREATED SILL
<br />PLATE OVER SILL SEALER
<br />W/}" DIA. GAL. ANCHOR BOLTS
<br />-SEE STRUCTURAL
<br />STAIR LANDING
<br />WALL SECTION
<br />1/4" = 1'-0"
<br />T.O. LOWER LEVEL SLAB
<br />ELEV.: 9517(89-5)
<br />",,�2 OVER 5/012 FASCIA ON 2X SUB -FASCIA
<br />ONT. VENTED SOFFIT
<br />TYPICAL WALL ASSEMBLY
<br />• SIDING PER ELEVATIONS
<br />•• CEDAR T&G/PANELING/B&B (OR SIMILAR)
<br />•• TYVEK "DRAIN WRAP" (TVP. @ WOOD OR
<br />CEMENTITIOUS SIDING)
<br />• 1/2" CDX PLYWOOD SHEATHING
<br />- • 2X6 STUDS @ 16" O.C. U.N.O.
<br />• R-21 (MIN.) INSULATION -SEAL ALL PENETRATIONS IN
<br />EXTERIOR WALL SHEATHING, LIGHT BOXES,
<br />ELECTRICAL OUTLETS WITH MINIMAL EXPANDING
<br />FOAM
<br />• BREATHABLE VAPOR RETARDER "MEMBRAIN" BY
<br />"CERTAINTEED' OR SIM IN ANY AREAS WHERE
<br />CLOSED -CELL INSULATION IS NOT USED)
<br />• 1/2" GYPSUM BOARD
<br />TYP. FLOOR ASSEMBLY
<br />• 3/4" FINISH FLOOR
<br />• 3/4" T&G ADVANTECH PLYWOOD SUBFLOOR- GLUED
<br />AND SCREWED
<br />• ACOUSTIC'NET&BLOW"INSULATION-VERIFY
<br />- • 20" FLOOR TRUSSES W/ SPRAYED POLYURETHANE
<br />AT RIM- R-21 MIN.
<br />• 1/2" RESILIENT CHANNEL
<br />AT CEILINGS OVER 150 SQ. FT., TYP: VERIFY W/ G.C.
<br />• 5/8" GYP BD CEILING
<br />TYPICAL FOUNDATION WALL ASSEMBLY
<br />- • BACKFILL FOUNDATION WITH FREE -DRAINING,
<br />- COMPACTED BACKFILL &
<br />CAP WITH POSITIVELY SLOPED BACKFILL (UNDER
<br />TOPSOIL)
<br />•
<br />23 GMX ULTRASHIELD (R10) BELOW GRADE 2'
<br />ABOVE GRADE
<br />DRAINAGE BOARD WITH ULTRADRY WATERPROOFING
<br />• POURED CONCRETE FOUNDATION WALL (SEE
<br />3 STRUCTURAL)
<br />1"MIN. CLOSED CELL INSULATION @ PON.
<br />4.0 SIM. INTERIOR
<br />(R-10 MIN.) -ACTS AS VAPOR BARRIER
<br />(R 15 TOTAL @ PON.)
<br />2X4 INTERIOR WALL FRAMING @ 16" O.C. (SEE
<br />PLANS FOR LOCATIONS- OMIT AT MECH. ROOM)
<br />IIIII YP. BOARD (MOISTURE RESISTANT @ WET
<br />AREAS
<br />- )
<br />III- REFINISHED ALUMINUM
<br />... - COIL AT GRADE
<br />TYPICAL LOWER SLAB ASSEMBLY
<br />• 4" STANDARD CONC. FLOOR SLAB
<br />- • 2" RIGID INSULATION UNDER
<br />- SLAB W/ SEAL 6MIL VAPOR BARRIER, TYP: VERIFY W/
<br />6 A G.C.
<br />• 8" MIN. RIVER ROCK- DRAIN
<br />TO INTERIOR DRAIN TILE
<br />4 4" PERFORATED POLYETHYLENE
<br />DRAIN TILE
<br />IN PEA ROCK BED
<br />W/ SILT CLOTH OVER,
<br />SLOPE TO SUMP BASKET OR DAYLIGHT
<br />STROM ARCHITECTURE
<br />CONTACT:
<br />JACKSON STROM
<br />701 446.6347
<br />STROM ARCHITECTURE
<br />SUITE #4
<br />530 OAK RIDGE WAY E
<br />WEST FARGO, ND 58078
<br />SHEET INDEX
<br />A0.0 COVERSHEET
<br />A0.1 SITE PIAN
<br />A1.0 LOWER LEVEL PUN
<br />A1.1 MAIN LEVEL PUN
<br />A1.2 UPPER LEVEL PLAN
<br />A1.3 MATCH LINE PUNS
<br />A1.4 ROOF PUN
<br />A2.0 EXTERIOR ELEVATIONS
<br />A2.1 EXTERIOR ELEVATIONS
<br />A2.2 EXTERIOR ELEVATIONS
<br />A2.3 EXTERIOR ELEVATIONS
<br />A3.0 BUILDING SECTION
<br />A5.0 WINDOW SCHEDULE
<br />A5.1 DOOR SCHEDULE/GARAGE
<br />A3.0 BUILDING SECTIONS
<br />AS. 11 BUILDING SECTIONS
<br />A3.2 BUILDING SECTIONS
<br />A4.0 TYP. WALL SECTION/ DTLS.
<br />A5.0 DOOR/ WIN. SCHEDULE
<br />11.0 L.L. R.C.P. PUN
<br />E1.1 M.L. R.C.P. PIAN
<br />E1.2 U.L. R.C.P. PUN
<br />E1.3 MATCH LINE ELEC. PLAN
<br />50.1-52.6 STRUCTURAL PLANS
<br />05-24-21
<br />06-17-21
<br />07-16-21 1 WINDOW UPDATE
<br />07-21-21 1 SCREEN UPDATE
<br />07-22-21 3 MASTER UPDATE
<br />09-07-21 4 MAX HT. UPDATE
<br />W
<br />O QZ
<br />V L0
<br />V) `^ 7
<br />� Fz
<br />O O
<br />J
<br />O O
<br />o
<br />O
<br />s
<br />A4.0
<br />TYPICAL ASPHALT ROOF ASSEMBLY
<br />1'-0"
<br />• ASPHALT SHINGLES PER ELEVATIONS
<br />• 15# FELT W/ ICE AND WATER SHIELD 2 ROWS UP AT
<br />EAVES AND VALLEYS
<br />RIDGE VENTS, PLUMBING CAPS, CRICKETS, VALLEY TIN
<br />AND DIVERTERS AS REQG,
<br />T-2 3/4„
<br />• DRIP EDGE BELOW UNDERLAYMENT AT ALL EAVES
<br />1EATHIN(
<br />(PROVIDE FLASHING TAPE AS REGO.)
<br />O FASCIA•
<br />15/32" OSB WITH H CLIPS
<br />• ROOF TRUSSES - SEE STRUCTURAL
<br />• BLOWN IN FIBERGLASS INSULATION
<br />EQUALS R49 - PROVIDE INSUL. BAFFLES
<br />• 5/8" GYP BD CEILING
<br />(GARAGE CEILINGS SHALL BE 5/8" TYPE
<br />0(' GYP, BD.,
<br />TAPED, MUDDED, SANDED, PRIMED AND PAINTED)
<br />METAL ACCENT ROOF ASSEMBLY
<br />• STANDING SEAM MTL. ROOFING
<br />• INSTALL HIGH TEMPERATURE GRACE ICE & WATER
<br />SHIELD UNDERLAYMENT
<br />• DRIP EDGE BELOW UNDERLAYMENT AT ALL EAVES
<br />(PROVIDE FLASHING TAPE AS REQ'D.)
<br />• 15/32" OSB WITH H CLIPS
<br />• ROOF TRUSSES - SEE STRUCTURAL
<br />BLCW-W-LN FIBERGASS INSIIIATinN
<br />EQUALS R49 - PROVIDE INSUL. BAFFLES
<br />• 5/8" GYP BD CEILING
<br />",,�2 OVER 5/012 FASCIA ON 2X SUB -FASCIA
<br />ONT. VENTED SOFFIT
<br />TYPICAL WALL ASSEMBLY
<br />• SIDING PER ELEVATIONS
<br />•• CEDAR T&G/PANELING/B&B (OR SIMILAR)
<br />•• TYVEK "DRAIN WRAP" (TVP. @ WOOD OR
<br />CEMENTITIOUS SIDING)
<br />• 1/2" CDX PLYWOOD SHEATHING
<br />- • 2X6 STUDS @ 16" O.C. U.N.O.
<br />• R-21 (MIN.) INSULATION -SEAL ALL PENETRATIONS IN
<br />EXTERIOR WALL SHEATHING, LIGHT BOXES,
<br />ELECTRICAL OUTLETS WITH MINIMAL EXPANDING
<br />FOAM
<br />• BREATHABLE VAPOR RETARDER "MEMBRAIN" BY
<br />"CERTAINTEED' OR SIM IN ANY AREAS WHERE
<br />CLOSED -CELL INSULATION IS NOT USED)
<br />• 1/2" GYPSUM BOARD
<br />TYP. FLOOR ASSEMBLY
<br />• 3/4" FINISH FLOOR
<br />• 3/4" T&G ADVANTECH PLYWOOD SUBFLOOR- GLUED
<br />AND SCREWED
<br />• ACOUSTIC'NET&BLOW"INSULATION-VERIFY
<br />- • 20" FLOOR TRUSSES W/ SPRAYED POLYURETHANE
<br />AT RIM- R-21 MIN.
<br />• 1/2" RESILIENT CHANNEL
<br />AT CEILINGS OVER 150 SQ. FT., TYP: VERIFY W/ G.C.
<br />• 5/8" GYP BD CEILING
<br />TYPICAL FOUNDATION WALL ASSEMBLY
<br />- • BACKFILL FOUNDATION WITH FREE -DRAINING,
<br />- COMPACTED BACKFILL &
<br />CAP WITH POSITIVELY SLOPED BACKFILL (UNDER
<br />TOPSOIL)
<br />•
<br />23 GMX ULTRASHIELD (R10) BELOW GRADE 2'
<br />ABOVE GRADE
<br />DRAINAGE BOARD WITH ULTRADRY WATERPROOFING
<br />• POURED CONCRETE FOUNDATION WALL (SEE
<br />3 STRUCTURAL)
<br />1"MIN. CLOSED CELL INSULATION @ PON.
<br />4.0 SIM. INTERIOR
<br />(R-10 MIN.) -ACTS AS VAPOR BARRIER
<br />(R 15 TOTAL @ PON.)
<br />2X4 INTERIOR WALL FRAMING @ 16" O.C. (SEE
<br />PLANS FOR LOCATIONS- OMIT AT MECH. ROOM)
<br />IIIII YP. BOARD (MOISTURE RESISTANT @ WET
<br />AREAS
<br />- )
<br />III- REFINISHED ALUMINUM
<br />... - COIL AT GRADE
<br />TYPICAL LOWER SLAB ASSEMBLY
<br />• 4" STANDARD CONC. FLOOR SLAB
<br />- • 2" RIGID INSULATION UNDER
<br />- SLAB W/ SEAL 6MIL VAPOR BARRIER, TYP: VERIFY W/
<br />6 A G.C.
<br />• 8" MIN. RIVER ROCK- DRAIN
<br />TO INTERIOR DRAIN TILE
<br />4 4" PERFORATED POLYETHYLENE
<br />DRAIN TILE
<br />IN PEA ROCK BED
<br />W/ SILT CLOTH OVER,
<br />SLOPE TO SUMP BASKET OR DAYLIGHT
<br />STROM ARCHITECTURE
<br />CONTACT:
<br />JACKSON STROM
<br />701 446.6347
<br />STROM ARCHITECTURE
<br />SUITE #4
<br />530 OAK RIDGE WAY E
<br />WEST FARGO, ND 58078
<br />SHEET INDEX
<br />A0.0 COVERSHEET
<br />A0.1 SITE PIAN
<br />A1.0 LOWER LEVEL PUN
<br />A1.1 MAIN LEVEL PUN
<br />A1.2 UPPER LEVEL PLAN
<br />A1.3 MATCH LINE PUNS
<br />A1.4 ROOF PUN
<br />A2.0 EXTERIOR ELEVATIONS
<br />A2.1 EXTERIOR ELEVATIONS
<br />A2.2 EXTERIOR ELEVATIONS
<br />A2.3 EXTERIOR ELEVATIONS
<br />A3.0 BUILDING SECTION
<br />A5.0 WINDOW SCHEDULE
<br />A5.1 DOOR SCHEDULE/GARAGE
<br />A3.0 BUILDING SECTIONS
<br />AS. 11 BUILDING SECTIONS
<br />A3.2 BUILDING SECTIONS
<br />A4.0 TYP. WALL SECTION/ DTLS.
<br />A5.0 DOOR/ WIN. SCHEDULE
<br />11.0 L.L. R.C.P. PUN
<br />E1.1 M.L. R.C.P. PIAN
<br />E1.2 U.L. R.C.P. PUN
<br />E1.3 MATCH LINE ELEC. PLAN
<br />50.1-52.6 STRUCTURAL PLANS
<br />05-24-21
<br />06-17-21
<br />07-16-21 1 WINDOW UPDATE
<br />07-21-21 1 SCREEN UPDATE
<br />07-22-21 3 MASTER UPDATE
<br />09-07-21 4 MAX HT. UPDATE
<br />W
<br />O QZ
<br />V L0
<br />V) `^ 7
<br />� Fz
<br />O O
<br />J
<br />O O
<br />o
<br />O
<br />s
<br />A4.0
<br />
|