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REVISIONS SY
<br /> FOUNDATION NOTES:
<br /> 61'A"
<br /> I. INSTALL PRESSURE-TREATED 2x6 SILL(MINIMUM)W/I&DIAMETER x 10"
<br /> ANCHOR BOLT<3"x3"xI/4"PLATE WASHER o 4'-0"O.C.ATOP
<br /> FOUNDATION WALL,MINIMUM 2 BOLTS PER PIECE MIN,IY'FROM END 18'-315" 21'-8"
<br /> TYPICAL THROUGHOUT,U.N.O•
<br /> FRAME 2x4 WALL BELOW EACH BEAM TO SUPPORT ' l'-I" T'-0IS° l'-I" 2%"
<br /> 2. INSTALL 4"PVC DRAIN PIPE BELOW FOOTING•LOW POINT FOR EXTERIOR SIDING(BEE ELEVATIONS),SUSPEND BOTTOM
<br /> POSITIVE DRAINAGE DURING CONSTRUCTION,VERIFY PLACEMENT OF 4" EXISTING 2x PLATE OFF OF GRADE,ATTACH BETWEEN POSTS W/ 4'-014' 12411. 25'-316" 1m
<br /> PERFORATED FOOTING DRAIN PIPE IN fREE-DRAINING GRAVEL SASE CRIPPLE WALL CONCEALED FLANGE HANGERS. (�
<br /> ABOVE EXISTING
<br /> 3. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING P.T,6x6 POSTS,CONTINUED THRU 1VJ rc O '�
<br /> OF 1,500 POUNDS PER SQUARE FOOT FOUNDATION WALL DECK ABOVE TO FORM RAILING
<br /> 6xFs DF-J. __ 6x@ DF-1"2 _ FRxB IIF-J.•2 4 N q c
<br /> SUPPORTS(VERIFY BALING W/ —-— —_+�'F ___— _-+�F-
<br /> ----- - - _
<br /> 4, 4x4 POST ON 90•FELT.USE 4x6 POST AT BEAM SPLICE.CONNECT POST TO ---INTERIOR DE6KsNER).4 TYPICAL
<br /> SEAM W/Ix4x12 GUSSET BOTH SIDES OR SIMPSON SC POST CAP(VERIFY SIZE). _ _ ZU.&y-------------------------------- r--)--+ r , rD r
<br /> CONNECT POST TO FOOTING W/SIMPSON A33(OR III NAILED TO POST AND -- T
<br /> POSITIVELY CONNECTED TO CONC,FOOTING BELOW. I Y O
<br /> ----- -- ----- ------- ----i- - 6x6 POST CONTINUES TO ROOF -y
<br /> 5. SPECIFIC MANUFACTURER OF W0167 TO BE DETERMINED BY BUILDER,BUILDER O L i ©L SUPPORT BEAM(SEE ROOF PLAN), m Z 9
<br /> TO USE MIN.SAFE SIZE/SERIES FOR EACH$PAN PER MANUFACTURER'S SPECIFICATIONS. ANCHOR BOLT R HOLDOWN Y _ Sl.Owf� T;I� -,® 1 2 TYPICAL •� z m 0 -6
<br /> PER NOT£'13HD',ENGINEER' % ____ _---.-_ r_ ILu
<br /> 6. NEW 2x6 STUDS a 16"O.C.EXTERIOR CRIPPLE WALL(FROM NSII FOUNDATION WALLS TO NEW SHEETS.LINE UP W/'12FF' Z ? `� I / r • S i DECK LEDGER PER NOTE'40L',ENGINEER'S SHEETS p
<br /> FLOOR JOIST6•MAIN FLOOR)I6 NOT SHOWN,SEE SECTION.FRAME ON TOP OF SILL PLATE STRAPS ABOVE 't; 0 �•f�y., II 1 d i rc a
<br /> �. a1� F'ow da4:bS ac! S =•+,P *,e --- S ---= ___ _ ____ ------------------- --------- -
<br /> PER NOTE 1 SI Gt6. faw-.of�� o., C P•Z°n`I /1�i�i 5���(, ^F �- m� O
<br /> O 6"CONC.FOUNDATION WALL,BUILD PER ENGINEER'S NOTE'71FC',ENGINEER'S SHEETS
<br /> NEW BEAM PER NOTE •zr .____ __ _ L___________________ __ r_____1__r•__________________ -_
<br /> EXISTING PACE
<br /> OB I'-&"x 8"CONCRETE FOOTING W/(2)•4 REBAR CONTINUOUS PER ENGINEER'S NOTE'l1FC', '39B',ENGINEER'S SHEETS, X A 1 A 1 1
<br /> ENGINEER'$SHEETS INSTALL IN JOIST BAY ABOVE W T I U
<br /> OG 4"CONC,SLAB W/NICON FIBER OR FIBERMESH THROUGHOUT(VERIFY W/BUILDER), EXISTING 2x FIR.,pf rq;� AS ,. Z -ag 8 I • m B I `^i
<br /> SEE ENGINEER'e NOTE'169',ENGINEER'S SHEETS CRIPPLE WALL ' R lI I,7.Q Y$'
<br /> p '+I%"2,-3.M. 3'- „ g,_ „ 2' „ 3, n I r __ ----------t I ABOVE EX1571NG
<br /> i
<br /> FOUNDATION WALL '
<br /> OD x 8"MONOLITHIC CONCRETE FOOTING W/(2)-4 REBAR CONTINUOUS.BUILD PER EN I O -- - ------------- I
<br /> ENGINEER'S NOTE'72FT',ENGINEER'S SHEETS I I-}4I W G L-
<br /> OE 1'-6"x 8"CONCRETE FOOTING STRIP W/(3)•4 REBAR,CENTERED,CONTINUOUS, �'-- _--�_-�_- 'S--'t--
<br /> BUILD PER ENGINEER'S NOTE'T3F6',ENGINEER'S SHEETS PER NOTE BHD',ENGINEBa'$ ' .STAIRWELLEXISTING \NEW
<br /> SEAM
<br /> PER
<br /> SWEETS. Posr ANCHOR BOLT r HOEDOWN F_
<br /> SHEETS,LINE UP W/'12FF
<br /> eu�oa
<br /> O NOT USED STRAPS ABOVE Q 1 I
<br /> AINSTA IN JOIST SAY ABOVE ew£R$ W I 1 wnLL PP 1 OG NOT USED - ,sNeEr gQ 6 g 1
<br /> W v ff6'° I
<br /> OH 2'-6"x 2'-6"x 10"CONC.FOOTING W/f3Y4 REBAR EACH WAY.BUILD PER ENGINEER'S NOTE
<br /> ENGINEER'S SHEETS &¢ •Q E.I.ING FLOOR JDIrT6
<br /> JO 12"WIDE GONG.FOOTING CONTINUOUS W/(2)-4 REBAR CONTINUOUS.VERIFY DEPTH(18"TOTAL MIN.).TO Q •C C (V SIZE SPACING) q
<br /> EXTEND 64 MIN.ABOVE GRADE TO KEEP FRAMED DECK WALL(SEE ELEVATIONS,MAIN FLOOR PLANS, ul C m O
<br /> i I
<br />' t NOTES iN15 SHEET)OFF OF GRADE,INSTALL SIMPSON C66Q88-608(OR EQUAL.)g INDICATED I.
<br /> LOCATIONS FOR 6x$POSTS ABOVE _x .q -, z I w a EXISTING WALLS IN'BABEMENT, 1 Q T—
<br /> WW ..,
<br /> O I'-6'x I'-&"x 12"CONC,FOOTING W/(2Y4 REBAR EACH WAY MIN,R W/SIMPSON ,2
<br /> ' L LL I
<br /> CIBSQ66-SDS FOR 6x6 POST ABOVE +
<br /> ' I i
<br /> �a�u '(V —�- --r
<br /> OL 1'-2"x I'4'x 12"CONC,FOOTING W/(2)04 REBAR EACH WAY MIN.R W/SIMPSON CB5066-6DS FOR 6x6 POST ABOVE
<br /> rf I
<br /> OM 1'O"x I'-0"x 12"CONC.FOOTING W/(2)-4 REBAR EACH WAY MIN.a W/SIMPSON CBSQ66AD6 FOR 6.6 POST ABOVE ANCHOR 80LT R HOLD`BE EXISTING POST r BSan PER in 1 M
<br /> PER NOTE h3HD',ENGINEER'S I CANTILEVER � W NOTe'aIPB'• '`/ 1 I wai.L I I � lw �
<br /> OP 2'O"x 2'-0"x 12"CONC,FOOTING W/(2Y4 REBAR EACH WAY MIN.SHOWN,FOR BEARING OF SPIRAL STAIRCASE PER SHEETS.LINE UP W/'12FF' r - ENGINEER'S sNEET _ 1WE
<br /> OWNER.VERIFY REQUIRED SIZE 0 INSTALLATION)W/MANUFACTURER'S SPECS. 'TRAPS ABOVE i ^ 1
<br /> t b 20,-10° Q O }
<br /> I'-6"x 10'CONC.FOOTING W/(2)-4 REBAR EACH WAY,BUILD PER ENGINEER'S NOTE'14FP',ENGINEER'S SHEETS I i - ' �' ® s%ems „O !
<br /> O INCREASE FOOTING'B'TO 2'-7"x 2'-T"x 8"R ADD(3)-4 REBAR TRANSVERSE,FOR LOAD FROM GARAGE DOOR HEADER
<br /> oTe PER
<br /> MIN.POST I aa
<br /> 8 IS"x 6"6CREENED FOUNDATION VENT,3 REQUIRED.4 SHOWN. "` 1 I sNEET �� PER NOTE'SHE 1 3• - 'Q
<br /> ENGINEER'S SHEETS A n
<br /> OT 30"x 24"CRAWLSPACE ACCESS OPENING(24"x 18"MIN.PER CODE)THROUGH 1 I s ' ' C 1 I 0-.
<br /> pp , r
<br /> j CRIPPLE WALL INTO CRAWL6PACIE ' Cr A{ ^�O/•`
<br /> I
<br /> ,
<br /> I
<br /> ,
<br /> ,
<br /> _____ 3
<br /> ` OU POUR CONC,BLAB THROUGH OPENINGS,THICKEN EDGE AS NEEDED °j .t u .� NCN•EOLT '�°- • e na c a --- -------- -- OILO Lu
<br /> ENGINE ____—
<br /> O THICKEN SLAB EDGE TO 6"•GARAGE DOOR OPENING. _____ T lg�. B u _-_ LT' II _ /NGIOR BOLT.NOLDOIUN PBt _ _J !1/
<br /> - K I 2 PER a PER NOTE'BIO',BVOINmib DWR! • 1L _-
<br /> OW EXISTING CONC.SLAB FLOOR.THICKNESS R REINFORCEMENT TO BE VERIFIED BUILDER TO VERIFY Z INI ENGi Eex'• M (L
<br /> NOLoowN
<br /> s 9g DECK LEDGER PER NOTE'40L',ENGINEER'S SHEETS l�
<br /> CONSTRUCTION s THIS 1 EXISTING POST ABOVE, °ems
<br /> OX EXISTING 6"CONC.FOUNDATION WALL,MEASURED•60"TALL MIN.FROM SLAB WALL(FOUNDATION R 7. I i t�T//I i U� __ EDGE OF DECK ABOVE �
<br /> SURFACE ON THIS SIDE OF EXISTING RESIDENCE V 1 VERIFY FOOTING X `"' X BELRING ° �-�ffZSLO�� LL
<br /> FRAMING)BEHIND - _ Po.T raova y y
<br /> Y EXISTING 6"OONC.FOUNDATION WALL,MEASURED®br TALL MIN,FROM SLAB Lu
<br /> DECK/STORAGE ADDON m I"_ I , _ _- � __ "P
<br /> O TO BE REMOVED h x _________________ ______ ________
<br /> SURFACE ON THIS SIDE OF EXISTING RESIDENCE L•_• I __ '- __ ____
<br /> ro RING
<br /> OZ IXi571NG CONC.FOOTING,SIZE AND DEPTH TO BE VERIFIED.NEW LOADS ON eT aeovE
<br /> EXISTING FOUNDATION/FOOTING H EDGE OF DECK ABOVE
<br /> AVE BEEN KEPT TO MINIMUM. DECK ABOVE,
<br /> - - J
<br /> AA EXISTING CONC.FOOTING BELOW EXISTING CENTER BEARING WALL,ASSUMED 2x4 FRAMED WALL ON TOP OF CONC.FOOTING,
<br /> BUT NOT VERIFIED.ENGINEER TO VERIFY NEW LOADS ON EXISTING SLAB,AND/OR INSTALL WALL W/P.T,BOTTOM PLATE R PER
<br /> BUILDER TO VERIFY THICKNESS OF SLAB 4 PRESENCE OF CENTER FOOTING _ _ _ NOTE•I,THIS SHEET,.FLUSH W/FOOTING PERIMETER
<br /> CONTINUES ABOVE DECK(SEE ELEVATIONS).
<br /> rr EXTERIOR SIDING PER ELEVATIONS
<br />'' YoW,IJ�A�,w N'�PS C'on•}
<br /> �, ConCrt�C Slab-o.,•9ra0t�r Undcr ga.aSC I„�,dcr�A:,t wad. -----'----'-,
<br /> Six ;nckc5 6^ Pfru�rr 2 " a'-sh" 2fi" z'-I1b" 2 „
<br /> 2'-0K' 9'-l%' 4'ly" 11.. 11 I0'-3"R,O. 2'-0" MD
<br /> VAQor barrlei,
<br /> MILLENNIUM DESI@N
<br /> 24'-0" 3l'A" 360-424-3334
<br />.' - e trey o drewNaymlllwrmlum.com
<br /> DRAUIN
<br /> TP
<br /> DATE
<br /> FOUNDATION/EXIST. BASEMENT PLAN J05No'
<br /> 15-124
<br /> SCALE: I/4" = I'-O" SHEET
<br /> SUILDER TO VERIFY ALL EXISTING WALL LOCATIONS,
<br /> FRAMING,AND NEW LOAD PATI-IS
<br /> 2
<br /> oF,
<br /> BUILDER TO VERIFY ALL DIMENSIONS.CON67RUCTION TO COMPLY WITH THE
<br /> Z0fSINTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL,STATE
<br /> AND FEDERAL BUILDING CODES,
<br />
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