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<br />Exi. S.O.G.
<br />6" STEI" �LA'_L _ .
<br />2X6
<br />ExTERICR
<br />WALL SIMP50N IT HANG�
<br />3/4° TtG STCRDI-PLCOR SH=4?=\!s
<br />�sLllcD l+IvC NAILFD%SCREJy.
<br />a--FJ PER FLAN
<br />`—/U+4 HORIZ. e TOP
<br />'4 F!OOK V'cRT, e tg" O.G.
<br />(IP� HCRIZ COK , IK FfG'S.
<br />6'kl1°
<br />FOOTING
<br />�
<br />� RAISED STEM WALL PERP. @ SLAB
<br />1
<br />4X6
<br />EXTERIOR
<br />ixE Pi SILL WALL SIMPSON IT HANGER
<br />V2'k10° 48 3/4" TtG STORDI-FLOC4 SNEA'�:��.�Cs
<br />G'_tlED AI� M1AILED/S,.R'c�iEll.
<br />Ex-. S,O.G. FJ PER PLAti
<br />2X10 PT RIM LET
<br />. . Ni0 5iEM IL'A! L
<br />;!ra uc�iz, fi ro=
<br />•4 HOOK YERT, a 48° O.C.
<br />(U+4 NORIZ. CONi. IN =7G5.
<br />6` $i=M 1L�4! . �ib XiP.,_
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<br />� RP�15ED STEM YVALL @ SLAB _
<br />2
<br />SPREAD FOOTING SCHEDULE
<br />R4ARK DIMENS'IONS RERdFORCFf.icNT
<br />Ft.5 s.,_Ei,� x 1,_ti" x 1G" CP -
<br />Ft.5a i'-f" x i'-6" x 12" CF -
<br />F2.0 2,_�" x 2,_�„ x ��•, QP i21 a-Vt-'
<br />F2.QX 2,_0„ x 2,_0•, x 12" DP i21 +n1 E1F1
<br />LEGEND
<br />v- 1!2" DI0. ANCHOR BOLT SPACING (IN)
<br />� STN044ISTHD'I4RJ
<br />�.�,STHD10lSTHDtORJ
<br />,�1 STHD8ISTHD8RJ
<br />owner's and builder'S responsibility to confirm all QimenSions on
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<br />'REINF'G STEEL ASTM A-615 GR4DE 40 OR BETTER.
<br />'FOOTIN65 TO REST ON 2,000 PSF UNDISTURBED SOIL.
<br />MINIMUM GONGRETE GOYERAGE OF STEEL TO BE
<br />' 3" GLEAR Q BOTTOM OF FOOTIN65.
<br />'�" GLEAR Q OUTSIDE OF WALLS.
<br />' 2" GLEAR e INSIDE OF YVP.LLS.
<br />' PROYIDE 1/2" MIN. DIA. STEEL ANGHOR BOLTS EMBEDDED 7" MIN INTO
<br />GONGRETE PER SHEARWALL SGHEDULE.
<br />(2) BOLTS PER 51LL PLATE MIN. w/ 1 BOLT LOGA7ED NOT MORE THAN 12
<br />INGHES OR LE55 THAN SEVEN 60LT DIAMETERS FROM EAGH END OF THE
<br />PLATE 5EGTION.
<br />ANGHOR BOLT WASHERS MUST 8E A MIN OF 3" X 3" (SQUARE) X 1/4 THIGK.
<br />'GONTINUOUS GONGRETE FOUNDATION WITH STEEL REINFORGEMENT
<br />'PROYIDE 50LID BLOGKING OVER 5UPPORTS.
<br />'ALL SHEARWALL FRAMING ANGHORS AND HOLDOWNS TO BE INSPEGTED
<br />PRIOR TO GOVERING.
<br />'IF REQ. DOWNSPOUTS SHALL EMPTY INTO A 4" TIGHTLINE THAT SHALL
<br />RUN THE PERIMETER OF THE FOUNDATION AND EMPTY IN AN APPROYED
<br />MANNER.
<br />' EXTERIOR FOOTING TO BE 78" MINIMUM BELOW GRADE. U.N.O.
<br />GRAWLAGGE55:
<br />'18"X24" MIN OPENING SHALL BE SGREENED OR GOVERED.
<br />'INSUL AND WEATHERSTRIP WHEN LOGATED IN HEATED SPAGE.
<br />� GRAWL YENTIIATION:
<br />'NET AREA OF NOT LE55 THAN 1 SQ. FT. FOR EAGH 300 SQ. FT. OF AREA.
<br />(WAG 51-51-0408 SEG. R408)
<br />'SHALL BE GOVERED WITH GORR0510N-RESISTANT WIRE MESH'/." MAX.
<br />OPENING 512E.
<br />'REQD = 919. S.F. / 300 =�; 3.06 S.F
<br />'NET FREE AREA PROYIDED PER VENT= 14.5" �Ji.S" / 144 x.75 =.497 S.F.
<br />•PROVIDE : ( 7 ) .491 S.F. = 3.44 S.F.
<br />GRAWLSPAGE:
<br />'18" MIN GLEARANGE 12" MIN UNDER BEAMS.
<br />'INSULATfON WRAP ALL PLVMBING AND DUGTS.
<br />'PROVIDE b MIL. BLAGK VAPOR BARRIER TO LAY ON 6RADE AND T BE
<br />LAPPED 12" MIN. RUN UP IN51DE OF FOUND. WALL TO TREATED 51LL
<br />PLATE.
<br />'PROVI510N5 MUST 8E MADE TO PREVENT WATER FROM GOLLEGTING IN
<br />SPAGE.
<br />SUPPORT AND BEAMS NOTES:
<br />' WOOD GOLUMNS.
<br />WOOD GOLUMNS SHALL BE APPROVED WOOD OF NATURAL DEGAY
<br />RESISTANGE OR APPROVED PRESSURE PRESERVATIVE TREATED WOOD.
<br />EXGEPTIONS:
<br />1. POSTS OR GOLVMNS WHIGH ARE EITHER EXPOSED TO THE WEATHER
<br />OR LOGATED IN BASEMENTS OR GELLARS, SUPPORTED 8Y PIERS OR
<br />METAL PEDESTALS PftOJEGTING 1 INGH ABOVE THE FLOOR OR FINISHEP
<br />GRAOE AND b INGHES ABOVE EXPOSED EARTH, AND ARE SEPARATED
<br />THERE FROM BYAN APPROVED IMPERYIOUS M015TURE BARRIER.
<br />2. PO5T5 OR GOLUMNS IN ENGLOSED GRAINL SPAGES OR UNEXGAVATED
<br />AREAS LOGATED WITHIN THE PERIPHERY O� THE BUILDIN6, SUPPORTED
<br />BY A GONGRETE PIER OR METAL PEDESTAL AT A HEIGHT GREATER THAN
<br />8 INGHES FROM EXPOSED GROUND, ARE SEPARATED THEREFROM BY AN
<br />IMPERYIOUS MOISTURE BARRIER.
<br />•'/a" MIN AIR SPAGE Q TOPS, SIDES, OF BEAM ENDS ENTERING GONGRETE
<br />WALLS,
<br />'MULTIPLE JOISTS LAM'D TOGETHER NU2-16D EAGH END.
<br />'A POSITIYE GONNEGTION SHALL BE USED TO ENSURE AGAINST UPLIFT
<br />AND LATERAL DISPLAGEMENT.
<br />BEARIN6 PARTITION SUPPORT
<br />'JOISTS UNDER AND PARALLEL TD BEARIN6 GONDITIONS SiiALL BE
<br />DOUBLED. INGLUDING J015T5 USED IN WALL BRAGING PANELS.
<br />'BEARIN6 PARTITIONS PERP. TO J015T SHALL NOT BE OFFSET FROM
<br />FASTENERS FOR PRESSURE-PRESERVATIVE AND FIRE-RETARDANT-
<br />TREATED WOOD SHALL BE OF HOT-DIPPED ZING-GOATED 6ALVANIZED
<br />STEEL, STAINLE55 STEEL, SILIGON BRONZE OR GOPPER. THE GOATING
<br />WEIGHTS FOR ZING-GOATED FASTENERS SHALL BE IN AGGORDANGE
<br />WITH ASTM A 753.
<br />EXGEPTIONS:
<br />1.ONE-HALF-INGH DIAMETERORLARGERSTEELBOLTS.
<br />2.FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE
<br />PERMITTED TO BE OF MEGHANIGALLY DEPOSITED ZING- GOATED STEEL
<br />WITH GOATING WEIGHTS IN AGGORDANGE WITH ASTM 8 695, GLA55 55,
<br />.T. RIM JST. Or
<br />FLOOR FRAMING NOTES:
<br />' ALL FLDOR J015T ARE 2x10 HEM-FIR #2 OR BETTER U.N.D.
<br />' TYP JOIST SPAUN6 e 16" o.c.,U.N.O.
<br />' GLUE & NAIL T8G SUB-FLOOR PANELS.
<br />' 50LID BLOGK � NON-T&G UNSUPPORTED EDGES.
<br />' PROVIDE GONTINUOUS BLOGKIN6 0R RIM JOIST e PERIMETER.
<br />' PROVIDE LATERAL SUPPORT BLOGKING (c� ALL GANTILEVERED J015T5
<br />AND AT BEARING LOGATIDNS.
<br />' PROVIDE SOLID BLOGKING OR SQUASH BLOGKS UNDER ALL POINT
<br />LOADS AND BEARING LOGATIONS.
<br />' PROVIDE BLOGKING AS REQUIRED AT ALL FLOOR PENETRATIONS.
<br />' PROYIDE JOIST HANGERS AT ALL LOGATIONS AT WHIGH J015T5 BUTT
<br />UP TO BEAMS OR OTHER BUILT-UP J015T5.
<br />' PROVIDE PRESSURE TREATED OR GALVANIZED FLASHING SEPARATION
<br />BETINEEN JOIST AND GONGRETE AT ALL LOGATIONS.
<br />�� W5210 w/ SINGLE JOIST
<br />� � W5270-2 w! DBL J015T
<br />FOUNDATION
<br />1/4"= 1'-0"
<br />`�= HAACK BROTFIERS � g31 ALLEY
<br />}Ii:�CIS
<br />r->_.-: HOMES
<br />ROBERTPETERMEYER issueo ozasizo,a a.P. SHEET
<br />ORAFTING 8 DESIGN SERVIGE Revisetl �
<br />425.74� 2531 robert�tlmbercreft.us
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