|
WRITTEN DlM IONS ON TuI5 DRAINING SHALL HAVE FRECEDETK.E OVER SEAL® DIMENSIONS.
<br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, EfG. PERTAINING TO TIE NORK
<br />6EEORE PROc®IN6. THE ONNER MIST M NOTIFIED OF ANY VARIATIONS FROM THE
<br />DIME151ON5 AND/OR CONDITION5 SHOWN ON TIESE DRAHIN65. ANY SUCH VARIATION SHALL IsE
<br />RESOLVED EY THE ONNER FRIOR TO FROGEEDIN5 NITI THE NORK, OR TFz CONTRACTOR SHALL
<br />ACCEPT FULL RE51PON5151 ITY FOR THE LOST TO RECTIFY 5AME.
<br />1
<br />24"CARDBOARD BAFFLE
<br />ALLOW FOR I" AIR SPACE
<br />MIN. EXTEND 12" ABOVE
<br />I11,15ULATION.�
<br />SOLID SHEATHING
<br />OR GDX PLYWD,
<br />WHERE EXPOSED
<br />TO WEATHER
<br />TOP PL.
<br />IX FASCIA BD
<br />W/ METAL —
<br />CUTTER
<br />2X BIRD BLK'G. K/�
<br />2' SCREENED VENT
<br />HOLES WITH 1/4"
<br />CORROSION RE515TANT
<br />METAL MESH GOVERIN6
<br />FIN. FLR.
<br />TOP PL.
<br />(2) 2x TOP PLATE, LAP GORNER5,--/
<br />OFFSET END JOINTS BY 45'
<br />Tfe" 05B. OR PLYWD. SHEATHING.
<br />NAIL 6" EDGE, 12" FIELD WITH 8d
<br />NAILS UNLE55 NOTED OTHERWISE
<br />2x STUDS ® 16" O.G.
<br />2x STUDS a 16" O.G.
<br />BARRIER BEHIND
<br />FOR SIDING TYPE
<br />2x BOTTOM P1
<br />2x P.T. 5
<br />ROOFING MATERIAL
<br />FINISH PER ELEVATION
<br />ON'I/16" OEC SOLID COX 24-0 PLYWOOD
<br />SHEATHING; 8d a 6"OC. EDGE
<br />8d ® 12" O.G. FIELD
<br />(i/16" 055 AOX PLYWD 6 EVE5)
<br />MIN. 15# UNDERLAYMENT
<br />NAIL b" EDGE, 12" FIELD
<br />WITH 8d NAILS, U.N.O.
<br />APPRO
<br />MANUF
<br />j"BW/ X 10" ANCHOR OLT 3"X3"" X �
<br />PLATE WA5HER5 A 48" o.G. NO LE55
<br />THAN 4}" 4 NO MORE THAN 12"
<br />FROM EA. END SILL CORNER, JOINT,
<br />END, OPENING ETG. T" MIN.
<br />EMBEDMENT INTO GONG. EXCEPT
<br />SHEAR WALLS - SEE SHEAR WALL
<br />NAILIN6 SCHEDULE.
<br />HANDRAIL:
<br />GRIP I1144" - 2" m
<br />PROJECTION FROM
<br />WALL NO LE55
<br />THAN IVj".
<br />A
<br />z
<br />S
<br />n 11
<br />III �I
<br />OPEN RAIL:
<br />PIGKSPACE DETHEE
<br />SETH SHALL BEARN III III III
<br />I II II 11
<br />VED TRU55E5 BEARING III
<br />GTURER5 SEAL. Y
<br />OF FRAMING PLAN /
<br />AGN6
<br />Iy� �
<br />Hs"X 10" ANCHOR BOLT W/ 3"X3"X /
<br />1/4 " PLATE WASHERS8" a 4a O. NO
<br />LE55 THAN 4)'2' S NO MORE THAN 12" 2X4 STOP
<br />FROM EA. END SILL CORNER, JOINT,
<br />END, OPENIN6 ETC '1" MIN.
<br />EMBEDMENT INTO GONG. EXCEPT ® 2-2X HEADER
<br />SHEAR NALL5 - SEE SHEAR WALL
<br />NAILING SCHEDULE.
<br />2x P.T. SILL FLOOR J015T
<br />I
<br />I
<br />z_
<br />F ° #4 REBAR ® 16" O.G. HORIZONTAL
<br />X j FIREBLOGK STAIRS: \
<br />STS F ONCE IN TOP 4 BOTTOM
<br />OF RUN BETWEEN STRINGERS \
<br />a ° #4 REBAR ® 48" O.G. VERTICAL 8 ALON6 RUN BETWEEN STUDS
<br />v
<br />USABLE SPACE UNDER STAIRS
<br />aTO BE I HR FIRE GONSTRUGTION
<br />5/8" TYPE 'X' 6.N.B. (TWO LAYERS
<br />AT STAIR GEILING)
<br />#4 REBAR
<br />W "J" BAR
<br />ALL FOOTINGS TO BEAR ON
<br />BEARING 501L
<br />WALL GREATER THAN 4'-0" PER PLAN
<br />5717. FOUNDATION 17E7AIL
<br />GI SCALE: N.T.S. PER IRS R403.1.5 #5
<br />6 MIL. VAPOR
<br />BARRIER BETWEEN
<br />4" GONG. SLAB ON CONCRETE SLAB 4
<br />4" 6RANULAR BED GRANULAR BED
<br />R-10 INSULATION;
<br />EXTEND UNDER 5L
<br />IN HEATED AREAS
<br />STAIR 17ETAIL - TYPICAL
<br />GI SCALE. N.T.S.
<br />FIN. FLR.
<br />.: D.E. POSITIVEDFAIN TO STORM 5r5TEM
<br />AKA-r FROM 5JILDINr, W.
<br />Air NOW
<br />C
<br />4" A PERE. FOOTING DRAIN
<br />W/ CLOTH COVER 4 6RANU
<br />COVER A5 REOV. BY 501L
<br />GONDITION5
<br />SI 31iIV/2 !—W1
<br />111
<br />z � I_I—III—III III I I I
<br />—III—III—
<br />I#i ALL REINFORCEMENT
<br />MUST BE TIED IN PLACE
<br />- — FOR FOUNDATION INSPEGITON
<br />SEE FOUNDATION PLAN
<br />FOR FTC. / PON, SIZE
<br />ALL FOOTINGS TO BEAR ON
<br />BEARING 501L
<br />TYPICAL WALL SECTIONS
<br />61 SCALE: N.7.5.
<br />0
<br />a
<br />FLAC04MIfP PBR
<br />•2 ABOVE
<br />GAF%
<br />4" GONG
<br />4" 6RAN
<br />ALL FOOTIN55 TO BEAR ON
<br />BEARING SOIL
<br />NASH $ ARCHITECTS
<br />GENERAL NOTES:
<br />L All constructlon per applicable codes and ordinances.
<br />C. 2018 IRG, IB
<br />2. Verify al dimensions an Job site. Bring discrepancies
<br />to the attention of Owner and/or Designer.
<br />3. Owner will verify window sizes and manufacturer(s) Kith
<br />framer before start of construction.
<br />NOSING
<br />4. One Ninda" per bedroom shall meet egress code.
<br />5. 5kyilght glazing per 2015 IBC.
<br />6. Truss manufacturer shall supply shop draNings to Owner
<br />and Framer to revleN and approve before fabricatlon.
<br />7. Owner NIII verify electrical and heat layouts Nlth
<br />Installer before Installation.
<br />8. Under all parallel bearing Nails, use double Joists or as
<br />noted on plan, Double joist (or extra TJI) under all non -
<br />bearing parallel Nails.
<br />4N6ER
<br />9. TJI products to be Installed per manufacturer's
<br />Installatlon guide and approved reports.
<br />10. All metal connections to treated wood shall be at a
<br />minimum; triple zinc ZMAX (6185 per A5TM A653); Hot Dip
<br />Galvanze (A5TM A125 for connectors and A5TM153 for
<br />fasteners and anchors.
<br />11. All bathroom fans, kitchen hood, and dryer ducts shall be
<br />exhausted through the attic to the roof or through the
<br />floor system to an outside Nall. All Nall ducts shall
<br />terminate at least 36" from a NlndoN opening.
<br />STRIN6ER5
<br />STAIR NOTES:
<br />RISER HEIGHT = 7-5/4" MAX.
<br />TREAD DEPTH = 10" MIN.
<br />REBAR FLAC49 W PER
<br />DETAL 62 ABOVE
<br />CLIMATIC AND GEOGRAPHIC
<br />DESIGN CRITERIA:
<br />TERMITE: SLIGHT TO MODERATE
<br />DECAY: BLIGHT TO MODERATE
<br />WINTER DE516N TEMP: IT°
<br />IGESHIELD REQUIRED: NO
<br />FLOOD HAZARDS: 2003 1992 FIRM
<br />AIR FREEZING INDEX: 250
<br />MEAN ANNUAL TEMP: 50
<br />DESIGN DATA:
<br />ROOF LOADS: LL 25#/5F (SNOW)
<br />DL 15#/SF
<br />TOTAL 40#/SF
<br />FLOOR LOADS: ILL 40#/SF
<br />DL 10#/SF
<br />TOTAL 50#/5F
<br />DECK LOADS: LL 60#/5F
<br />DL 10#/5F
<br />TOTAL TO#/5F
<br />SOIL : 1500 P5F
<br />CONCRETE: 2500 PSI AFTER 28 DAYS
<br />(Slit SACK MIX)
<br />-5000 P51 FOR EXTERIOR FOUNDATION
<br />WALLS, PORCHES, STEPS, AND OR
<br />6ARA6E SLABS- AIR ENTRAINMENT
<br />15 BETWEEN 5-7% (TABLE 402.2 IRG)
<br />MASONRY : PER 2016 IBC
<br />STEEL : PER 2018 IBG (GRADE 60)
<br />WOOD : PER 2018 IBC
<br />NAILING : PER 2018 IRG NAILING PER TABLE
<br />Rb02.30
<br />WIND: 85 MPH
<br />5EISMIG ZONE - D
<br />V = see design calculatlons(Wdl)
<br />WEATHERING POTENTIAL: MODERATE
<br />FP05T LINE: 12"
<br />E.F.P.: 45 PSF
<br />4" BEAM: DOl16LA5 FIR #2
<br />fV = ISO
<br />fb = 900 P51
<br />E = 1,600,000
<br />6" BEAM: DOUGLAS FIR #2
<br />fV= 170
<br />fb = 8T5 F51
<br />E = 1,300,000
<br />4" POST. DOU61LA5 FIR #2
<br />FG II = 1550 P51
<br />E - 1,600,000
<br />b" P05T: DOU61-A5 FIR #2
<br />FG 11 = "700 PSI
<br />E 1,300,000
<br />J015T5 t RAFTERS HEM FIR #2
<br />d STUDS: fv = SO
<br />fb = 850 PSI
<br />E = 1,3001000
<br />5LU-LAM BEAMS:
<br />fv = 240 psi
<br />fb = 2,400 psi (reduced by size
<br />factor, GF•KU
<br />E 1,500,000 psl
<br />NOTE:
<br />VARIATIONS FROM THE ABOVE
<br />LUMBER 6RADES WILL BE
<br />NOTED ON THE PLANS,
<br />I. 5UBFLOOR:
<br />T40 PLYWOOD OR 0513 APA RATED
<br />5R1RD-I-FLOOR 16" O.G., 3/4"
<br />WALL 4 ROOF SHEATHING:
<br />APA RATED SHEATING 24/16 1/16"
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<br />' LI1
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<br />L !i
<br />L
<br />Q
<br />date: 10-6-22
<br />permit:
<br />-evlsians:
<br />5-2o-a4
<br />drawn by LMD
<br />chBck®d by: MWJ
<br />SHEET
<br />GI
<br />#4 REBAR
<br />W "J" BAR
<br />ALL FOOTINGS TO BEAR ON
<br />BEARING 501L
<br />WALL GREATER THAN 4'-0" PER PLAN
<br />5717. FOUNDATION 17E7AIL
<br />GI SCALE: N.T.S. PER IRS R403.1.5 #5
<br />6 MIL. VAPOR
<br />BARRIER BETWEEN
<br />4" GONG. SLAB ON CONCRETE SLAB 4
<br />4" 6RANULAR BED GRANULAR BED
<br />R-10 INSULATION;
<br />EXTEND UNDER 5L
<br />IN HEATED AREAS
<br />STAIR 17ETAIL - TYPICAL
<br />GI SCALE. N.T.S.
<br />FIN. FLR.
<br />.: D.E. POSITIVEDFAIN TO STORM 5r5TEM
<br />AKA-r FROM 5JILDINr, W.
<br />Air NOW
<br />C
<br />4" A PERE. FOOTING DRAIN
<br />W/ CLOTH COVER 4 6RANU
<br />COVER A5 REOV. BY 501L
<br />GONDITION5
<br />SI 31iIV/2 !—W1
<br />111
<br />z � I_I—III—III III I I I
<br />—III—III—
<br />I#i ALL REINFORCEMENT
<br />MUST BE TIED IN PLACE
<br />- — FOR FOUNDATION INSPEGITON
<br />SEE FOUNDATION PLAN
<br />FOR FTC. / PON, SIZE
<br />ALL FOOTINGS TO BEAR ON
<br />BEARING 501L
<br />TYPICAL WALL SECTIONS
<br />61 SCALE: N.7.5.
<br />0
<br />a
<br />FLAC04MIfP PBR
<br />•2 ABOVE
<br />GAF%
<br />4" GONG
<br />4" 6RAN
<br />ALL FOOTIN55 TO BEAR ON
<br />BEARING SOIL
<br />NASH $ ARCHITECTS
<br />GENERAL NOTES:
<br />L All constructlon per applicable codes and ordinances.
<br />C. 2018 IRG, IB
<br />2. Verify al dimensions an Job site. Bring discrepancies
<br />to the attention of Owner and/or Designer.
<br />3. Owner will verify window sizes and manufacturer(s) Kith
<br />framer before start of construction.
<br />NOSING
<br />4. One Ninda" per bedroom shall meet egress code.
<br />5. 5kyilght glazing per 2015 IBC.
<br />6. Truss manufacturer shall supply shop draNings to Owner
<br />and Framer to revleN and approve before fabricatlon.
<br />7. Owner NIII verify electrical and heat layouts Nlth
<br />Installer before Installation.
<br />8. Under all parallel bearing Nails, use double Joists or as
<br />noted on plan, Double joist (or extra TJI) under all non -
<br />bearing parallel Nails.
<br />4N6ER
<br />9. TJI products to be Installed per manufacturer's
<br />Installatlon guide and approved reports.
<br />10. All metal connections to treated wood shall be at a
<br />minimum; triple zinc ZMAX (6185 per A5TM A653); Hot Dip
<br />Galvanze (A5TM A125 for connectors and A5TM153 for
<br />fasteners and anchors.
<br />11. All bathroom fans, kitchen hood, and dryer ducts shall be
<br />exhausted through the attic to the roof or through the
<br />floor system to an outside Nall. All Nall ducts shall
<br />terminate at least 36" from a NlndoN opening.
<br />STRIN6ER5
<br />STAIR NOTES:
<br />RISER HEIGHT = 7-5/4" MAX.
<br />TREAD DEPTH = 10" MIN.
<br />REBAR FLAC49 W PER
<br />DETAL 62 ABOVE
<br />CLIMATIC AND GEOGRAPHIC
<br />DESIGN CRITERIA:
<br />TERMITE: SLIGHT TO MODERATE
<br />DECAY: BLIGHT TO MODERATE
<br />WINTER DE516N TEMP: IT°
<br />IGESHIELD REQUIRED: NO
<br />FLOOD HAZARDS: 2003 1992 FIRM
<br />AIR FREEZING INDEX: 250
<br />MEAN ANNUAL TEMP: 50
<br />DESIGN DATA:
<br />ROOF LOADS: LL 25#/5F (SNOW)
<br />DL 15#/SF
<br />TOTAL 40#/SF
<br />FLOOR LOADS: ILL 40#/SF
<br />DL 10#/SF
<br />TOTAL 50#/5F
<br />DECK LOADS: LL 60#/5F
<br />DL 10#/5F
<br />TOTAL TO#/5F
<br />SOIL : 1500 P5F
<br />CONCRETE: 2500 PSI AFTER 28 DAYS
<br />(Slit SACK MIX)
<br />-5000 P51 FOR EXTERIOR FOUNDATION
<br />WALLS, PORCHES, STEPS, AND OR
<br />6ARA6E SLABS- AIR ENTRAINMENT
<br />15 BETWEEN 5-7% (TABLE 402.2 IRG)
<br />MASONRY : PER 2016 IBC
<br />STEEL : PER 2018 IBG (GRADE 60)
<br />WOOD : PER 2018 IBC
<br />NAILING : PER 2018 IRG NAILING PER TABLE
<br />Rb02.30
<br />WIND: 85 MPH
<br />5EISMIG ZONE - D
<br />V = see design calculatlons(Wdl)
<br />WEATHERING POTENTIAL: MODERATE
<br />FP05T LINE: 12"
<br />E.F.P.: 45 PSF
<br />4" BEAM: DOl16LA5 FIR #2
<br />fV = ISO
<br />fb = 900 P51
<br />E = 1,600,000
<br />6" BEAM: DOUGLAS FIR #2
<br />fV= 170
<br />fb = 8T5 F51
<br />E = 1,300,000
<br />4" POST. DOU61LA5 FIR #2
<br />FG II = 1550 P51
<br />E - 1,600,000
<br />b" P05T: DOU61-A5 FIR #2
<br />FG 11 = "700 PSI
<br />E 1,300,000
<br />J015T5 t RAFTERS HEM FIR #2
<br />d STUDS: fv = SO
<br />fb = 850 PSI
<br />E = 1,3001000
<br />5LU-LAM BEAMS:
<br />fv = 240 psi
<br />fb = 2,400 psi (reduced by size
<br />factor, GF•KU
<br />E 1,500,000 psl
<br />NOTE:
<br />VARIATIONS FROM THE ABOVE
<br />LUMBER 6RADES WILL BE
<br />NOTED ON THE PLANS,
<br />I. 5UBFLOOR:
<br />T40 PLYWOOD OR 0513 APA RATED
<br />5R1RD-I-FLOOR 16" O.G., 3/4"
<br />WALL 4 ROOF SHEATHING:
<br />APA RATED SHEATING 24/16 1/16"
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<br />� m
<br />IrrW cn
<br />W �s
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<br />J 6
<br />o
<br />' LI1
<br />O O
<br />T- -A
<br />Z t—
<br />Z
<br />W tL-
<br />,>
<br />Q
<br />w
<br />tu
<br />Z_
<br />V � O
<br />� N �
<br />L !i
<br />L
<br />Q
<br />date: 10-6-22
<br />permit:
<br />-evlsians:
<br />5-2o-a4
<br />drawn by LMD
<br />chBck®d by: MWJ
<br />SHEET
<br />GI
<br />DESIGN DATA:
<br />ROOF LOADS: LL 25#/5F (SNOW)
<br />DL 15#/SF
<br />TOTAL 40#/SF
<br />FLOOR LOADS: ILL 40#/SF
<br />DL 10#/SF
<br />TOTAL 50#/5F
<br />DECK LOADS: LL 60#/5F
<br />DL 10#/5F
<br />TOTAL TO#/5F
<br />SOIL : 1500 P5F
<br />CONCRETE: 2500 PSI AFTER 28 DAYS
<br />(Slit SACK MIX)
<br />-5000 P51 FOR EXTERIOR FOUNDATION
<br />WALLS, PORCHES, STEPS, AND OR
<br />6ARA6E SLABS- AIR ENTRAINMENT
<br />15 BETWEEN 5-7% (TABLE 402.2 IRG)
<br />MASONRY : PER 2016 IBC
<br />STEEL : PER 2018 IBG (GRADE 60)
<br />WOOD : PER 2018 IBC
<br />NAILING : PER 2018 IRG NAILING PER TABLE
<br />Rb02.30
<br />WIND: 85 MPH
<br />5EISMIG ZONE - D
<br />V = see design calculatlons(Wdl)
<br />WEATHERING POTENTIAL: MODERATE
<br />FP05T LINE: 12"
<br />E.F.P.: 45 PSF
<br />4" BEAM: DOl16LA5 FIR #2
<br />fV = ISO
<br />fb = 900 P51
<br />E = 1,600,000
<br />6" BEAM: DOUGLAS FIR #2
<br />fV= 170
<br />fb = 8T5 F51
<br />E = 1,300,000
<br />4" POST. DOU61LA5 FIR #2
<br />FG II = 1550 P51
<br />E - 1,600,000
<br />b" P05T: DOU61-A5 FIR #2
<br />FG 11 = "700 PSI
<br />E 1,300,000
<br />J015T5 t RAFTERS HEM FIR #2
<br />d STUDS: fv = SO
<br />fb = 850 PSI
<br />E = 1,3001000
<br />5LU-LAM BEAMS:
<br />fv = 240 psi
<br />fb = 2,400 psi (reduced by size
<br />factor, GF•KU
<br />E 1,500,000 psl
<br />NOTE:
<br />VARIATIONS FROM THE ABOVE
<br />LUMBER 6RADES WILL BE
<br />NOTED ON THE PLANS,
<br />I. 5UBFLOOR:
<br />T40 PLYWOOD OR 0513 APA RATED
<br />5R1RD-I-FLOOR 16" O.G., 3/4"
<br />WALL 4 ROOF SHEATHING:
<br />APA RATED SHEATING 24/16 1/16"
<br />c
<br />� m
<br />IrrW cn
<br />W �s
<br />as V ZZ�
<br />J 6
<br />o
<br />' LI1
<br />O O
<br />T- -A
<br />Z t—
<br />Z
<br />W tL-
<br />,>
<br />Q
<br />w
<br />tu
<br />Z_
<br />V � O
<br />� N �
<br />L !i
<br />L
<br />Q
<br />date: 10-6-22
<br />permit:
<br />-evlsians:
<br />5-2o-a4
<br />drawn by LMD
<br />chBck®d by: MWJ
<br />SHEET
<br />GI
<br />
|