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WRITTEN DIHEN510N5 ON T115 ORAnINb$HALL HAVE FREVEDENVE OVER SCALED DIMENSION5.
<br /> cONTRALTOR SHALL VERIFY ALL DI TINE
<br /> VONDITOF APERTI I I TO THE WORK
<br /> BEFORE PROVES/I TIE OWNER MUST BE NOrIFIFD OF ANY VARIATION$FROM Tiff
<br /> DIMEN510N5 AND/OR cONIDITONS SHOMN ON THESE DRAWINGS.ANY SIriH VARIATION SHALL BE
<br /> RE50LVED BY THE OM1ER 1-FOR
<br /> TO PROVEEIJO ls6r TIE YIORK,OR TE f.ONIRAVTOR SHALL SHEAR WALL PER PLAN
<br /> _ AVVEPT FILL RESPONSIBILITY FOR TiE L05T TO REVTFY 9AfE.
<br /> DOUBLE STUD® EACH �� Hi eFNeD
<br /> STRAP EDGE T�
<br /> 3/4"T46 FLR.SHTG.
<br /> RIM JOIST NA5H 4 ARCHITEGT5
<br /> RI •CENTERLINE OF
<br /> OF RIM JOIST GENERAL NOTES:
<br /> I.All construction per applicable codes and ordinances.
<br /> 2010 IRG,IBC.
<br /> PONY WALL 2.Verify all dimensions On Job 51te.Bring""'eiJancles
<br /> 2X4'S a 16"O.G.OR LOOR JOIST to the attention of Owner and/or Designer.
<br /> 2X6 6 1610.C. PER PLAN
<br /> MIN.1/16"PANEL 5HTG. 3.Owner Wil verify window 5Iza5 and manufacturers)with
<br /> BLOCKED EDGES 8d framer before start of construction.
<br /> a 6"O.G.a EDGES
<br /> 4,One window per bedroom shall moat ogress coda.
<br /> ROOFING MATERIAL O.G.IN FIELD
<br /> OR
<br /> FINISH PER ELEVATION OR SHEHEARWALL NAILING S.5 II ht glazing per 2018 IBC.
<br /> ON'TAW SHEATHING;
<br /> G;8 SOLID GDX 24-0 PLYWOOD PER PLAN I05/4" KJ 9 9 9 P
<br /> SHEATHING; . 6"O.G.EDGE
<br /> ad
<br /> ®12"O.G.FIELD 4 6.Truss manufacturer shall supply shop drawingqss to Owner
<br /> (7/16"055 AGX PLYWD o EVES) and framer to revlaw and approve before fabri-1:1.n.
<br /> 24"CARDBOARD BAFFLE MIN.15#UNDERLAYMENT
<br /> ALLOW FOR I"AIR SPACE NAIL b"EDGE,12"FIELD HOLDOWN PER T.Owner will verify electrical and heat layouts with
<br /> MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. SHEA L 5CHED. - Installer before Installation. (f]
<br /> INSULATION. 8.Under all parallel bearing walls,use double JDIst9 or as 11r-TL�y'I
<br /> GRADE noted on plan. D waouble Joist(or extra TJI)under all non-
<br /> ' xx 3 n bearing parallel lls, L�
<br /> dJ 'll.•, m 4 �4 U 8
<br /> HANDRAIL: r 9.TJI products to be Installed per manufacturer's
<br /> I'1) J GRIP I14"-2"a Installation guide and approval reports. C
<br /> SOLID SHEATHING PROJECTION FROM
<br /> OR CD X PLYWD. - WALL NO LE55 NOSING 10.All metal connections to treated wood shall be at a
<br /> WHERE EXPOSED N �, A.B.d FDTN. THAN 6 .. minimum;triple zinc ZMAX(6,155 per ASTM A653);Hot Dip O
<br /> TO lrEATHER PER TYP,DETAIL Go vanze(A5TM AI25 for connectors and A5TMI53 for
<br /> fasteners and anchors.
<br /> II.All bathroom fans,kitchen hood,and dryer ducts shall be �rl
<br /> TOP PL. III exhausted through the attic to the roof or through the
<br /> �T1'PICAL PONY WALL DETAIL 1 floor system to an outside wall. All wall ducts shall
<br /> IX FASCIA BD.
<br /> 1 I terminate at least 56"from a window opening.
<br /> W/METAL G 9GALE:, N.T.9. OPEN RAIL,
<br /> GUTTER I I
<br /> APPROVED TRUSSES BEARING
<br /> OPEN SPACE BETWEEN �y
<br /> MANUFACTURER'S SEAL. PICKETS SHALL BE
<br /> SR�OOF INRAMING PLAN LE55 THAN 4"CLEAR
<br /> FOR I
<br /> INSLULATE PER WSEC. d HANGER Z ^'
<br /> 2X BIRD BLK'G.W/
<br /> CLIMATIC AND GEOGRAPHIC
<br /> 2"SCREENED VENT = I I Jy / DE516N CRITERIA:
<br /> HOLES WITH 1/4" Nf
<br /> GORRo510N RESISTANT 4pp X 10"ANCHOR BOLT W/3"X3"X M I y✓ TERMITE, SLIGHT TO MODERATE
<br /> METAL MESH COVERING LIVING AREA i/4'PLATE WASHERS•48"o.c.NO
<br /> LESS THAN 4Y,,"!NO MORE THAN 12" y DECAY, SLIGHT TO MODERATE
<br /> FIRE BLOCK ALL VERTICAL FROM EA.END SILL CORNER,JOINT WINTER DESIGN TEMP, IT°
<br /> OPENINGS IN WALLS AT END, ,OPENING ETC. '1"MIN. / O
<br /> EMBEDMENT INTO GONG.EXCEPT® 2X4 STOP O IGESHIELD REQUIRED, NO
<br /> PLATES AND FLOORS SHEAR WALLS-SEE SHEAR WALL 3-2x12 FLOOD HAZARDS, 2005 1942 FIRM
<br /> NAILING SCHEDULE. STRINGER4 AIR FREEZING INDEX, 250
<br /> 2x P.T.SILL 2-2X HEADER Ky
<br /> MEAN ANNUAL TEMP, 50
<br /> FLOOR J015T 2X4 BLOCKING Z
<br /> ENGINEERED JOISTS,SIZE AND Y #4 REBAR a I6"O.G.HORIZONTAL (FIRE5TOP) DE516N DATA:
<br /> SPACING PER PLAN OR 2X JOISTS ° to
<br /> ROOF LOADS, OIL
<br /> 25#/5F(SNO'r)
<br /> FIN.FLR. DL IS#/SF
<br /> \ FIREBLOGK5 TOTAL 40#/SF
<br /> Q #4 REBAR a 48"O.G.VERTICAL RREBLOCK 5TAIR5,
<br /> ONCE IN TOP!BOTTOM
<br /> 4 AL'UNONG RUNEBETWEEN 55TUD5 \ FLOOR LOADS, LL 40#/SF
<br /> DL F
<br /> TOP PL. m y
<br /> MIN. UNDER STAIRS TOTAL 50#/50#/SF T
<br /> GLR. S
<br /> TYP. USABLE SPACE \
<br /> TO BE HR FIRE CONSTRUCTION DECK LOADS, ILL 60#/SF
<br /> (2)2x TOP PLATE,LAP CORNERS, #4 REBAR AT STAIR T CEILING)G.W.B.(TWO LAYERS \ TOTAL-10#/5F OFFSET END JOINTS BY 45" W"J"BAR AT R
<br /> SOIL, 1500 PSF (V W
<br /> i
<br /> Ih"GYPSUM WALLBOARD,TYP. ALL FOOTINGS TO BEAR ON Jn v
<br /> 746'.055.OR PLYWD.SHEATHING. W/PVA VAPOR BARRIER o WALLS BEARING SOIL CONCRETE, 2500 P51 AFTER 28 DAYS l-1
<br /> NAIL 6"EDGE,12"FIELD WITH 8d AND CEILINGS WALL GREATER THAN 410"PER PLAN (%N SACK MIX)
<br /> NALS UNLESS NOTED OTHERWISE STAIR NOTES: -3000 PSI FOR EXTERIOR FOUNDATION
<br /> R15ER HEIGHT = 7-3/4" MAX. WALLS,PORCHES,STEPS,AND OR
<br /> STD. FOUNDATION DETAIL eSTAIR DETAIL - TYPICAL GARAGE SLAB5-AIR ENTRAINMENT 11— >,1'
<br /> I \/ / 2 TREAD DEPTH = IO" MIN. 15 BETWEEN 5-'1%(TABLE 402.2 RC) to
<br /> 2x S711D5®16"O.G.TYP. L I Y NG AREA G SCALE:N.T.S. PER IRG R403.1.3#3 6I SCALE.N.T.S.
<br /> MASONRY PER 2015 15G W
<br /> FIRE BLOCK ALL VERTICAL
<br /> ILI OPENINGS IN WALLS AT STEEL, PER 2018 IBC(GRADE 60) y
<br /> PLATES AND FLOoR5 WOOD, PER 2018 IBC 0
<br /> NAILING, PER 2018 IRG NAILING PER TABLE 0
<br /> R602.3(U 0
<br /> WIND. 85 MPH L
<br /> 5E15MIC, ZONE-D CL
<br /> "X 10"ANCHOR BOLT W/3"X3"X=5
<br /> V=see design calculotlons(WdU
<br /> PLATE WASHERS®48"o.c.NO LE55 I^EATHERING POTENTIAL,MODERATE date: T-14-22
<br /> 2x STUDS a 16"Of-TYP. THAN FROM M,"d.ENDNO MORE THAN 12" permit:
<br /> SILL CORNER,JOINT, FR05T LINE, 12"
<br /> END,OPENING ETC,. l"MIN. Epp, pro pc� revisions:
<br /> EMBEDMENT INTO CONC.EXCEPT o CGARAGE 6--T-23
<br /> SIDING W/WEATHER SHEAR WALLS-SEE SHEAR WALL 4"BEAM, DOUGfv 5 FIR
<br /> #2
<br /> RE515TANT BARRIER BEHIND NAILING SCHEDULE.
<br /> fb=150 P51
<br /> SEE PLAN FOR SIDING TYPE E=I'600,000
<br /> (,"BEAM,
<br /> DOUGLAS FIR#2
<br /> 2x BOTTOM PLATE fv=1_70
<br /> 2x P.T.SILL 6 MIL.VAPOR R-10 INSULATION; fl=flo 16-75,300p010
<br /> BARRIER BETWEEN EXTEND UNDER SLAB
<br /> 4"GONG.SLAB ON CONCRETE SLAB d IN HEATED AREAS 4"POST, DOUGLAS FIR#2
<br /> 4"GRANULAR BED NULAR BED Fc 11=1350 P51
<br /> FIN.FLR. z 4"GONG.SLAB ON E-1000000
<br /> 4"a D.S.TIGHTLINE,Po T o 4"GRANULAR BED b"POST, DOWLAS FIR 00
<br /> PS
<br /> DRAIN TO STORM SYSTEM II a aO ° E=F.II 0,1,300p00
<br /> a a °^
<br /> LS ° �J ° ° �1 JOISTS d RAFTERS HEM FIR#2 drawn by LMD
<br /> FIN.GRADE TO SLOPE !STUDS, fv=150 Ghe GlaOd'by: MWJ
<br /> AWAY FROM BUILDING % \ V/\ +1 .I, _ E=1,300A 10
<br /> 1 1— I I—I I I—I I I—I I I—I I I—I I—I I—I I TEE I I—III—I I—I ° 6LU-LAM BEAMS, s ��T
<br /> vv v III—I I—I i—I I—I I I—I I —I I —I 11=1 I —I I —I I —I I —I I —I I —I 11=1 I I—I I —I I I-1 I I—I I —I I
<br /> N \/\ —I I I—I I —I I I-1 I I—I I I-1 I I-1 11=1 11=1 11—I 11-1 11=1 11-1 11—I I I—I I I-1 11—I 11—I I I—I 11=1 11 fv=24�p51 G
<br /> fb=2,400 psi(reduced by size
<br /> _ _ _ _ _ _ _ _ COMPACTED FILL _ _ _ _ _ _ factor,GPi
<br /> III—III—III—III—III—I�I—I�1-1 I I—III-1 11-1 11-T0 q�� I�—III-1 I I—I�I-1�I—I�I—I 11 E=I,600,�o psi
<br /> I—I 11—I I —I I —I I I—I I I-1 I I-1 I —I I I—I I I—I I I 1 —III—I I I—I I I—I I —I I I—I I I NOTE,
<br /> Z /\� 1 _REBAR PLAGEf�ENT—I I —I 11=1 I I-1 11-1 I —I 11=1 I I E I I I—I I I—I I —I 11=1 I I—III—I I —I I I=III—I I
<br /> SEE DETAIL#2 ABOVE VARIATIONS FROM THE ABOVE
<br /> ° —III—III—III—I —I —I I —I I—III-111-1 1—I 1—III—III—III—III—III—III-1 1-1 —111 PL C04AaOV `'� �I'LAG&„� � N TBE GRAVE LANs.BE
<br /> I EZ II—I I —1 11=1 I —1 I =1 I —1 I Ed El I —I 11=1 11=1 11=1 11=1 11-1 I —III—III SUBFLOOR,
<br /> �I —I 11=1 I I-1 11=1 I I—I I MI 11—I I I—III—III—III—III—III—III—III—III—III—III—III ° 1.TdG PLYWOOD OR 05Bar APA RATED
<br /> -1 11=1 11=1 11=1 11=1 11-1 11=1 11=1 STURD-I-FLOOR 16"O.G.,3/4"
<br /> ALL REINFORCEMENT
<br /> 4N,PERF.FOOTING DRAIN TILE Ml MUST BE TIED IN PLACE WALL d ROOF SHEATHING:
<br /> W/CLOTH COVER!GRANULAR FOR FOUNDATION INSPEGITON APA RATED 5HEATNG 24/16 'UI6"
<br /> COVER A5 REQ'D.BY 501L
<br /> CONDITIONS SEE FOUNDATION PLAN
<br /> FOR FTC./FDN.SIZE
<br /> 11119NAR PLA EHW FM ALL FOOTINGS TO BEAR ON ALL FOOTINGS TO BEAR ON
<br /> pITAIL 02 AD" BEARING SOIL TYPICAL WALL SECTIONS BEARING SOIL
<br /> GI SCALE:N.T.S.
<br />
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