|
24"LONG#4 REBAR EPDXIED C.
<br /> FOUNDATION HEAVY �O W q (r
<br /> (2)#4 CONT.REBAR WITHIN STONE VENEER PER OWNER,MAX 2"THICK, MIN.4"INTO EXISTING STEM ) PJ pF ASy h� Q
<br /> Z
<br /> CONNECT TO PLY SHEATHING WITH WALL WITH SIMP.SET-3G PER PLAN EQUIPMENT o
<br /> 6"OF TOP OF FOUNDATION 6X6 POST PER PLAN z
<br /> MORTAR APPLIED OVER GALV.METAL LATH NEW STUD PACK FOR
<br /> 4"CONC.PORCH SLAB AT CORNER OF STONE I (THIS IS NOT A STRUCTURAL ELEMENT) SIMPSON B640
<br /> WITH#4 @ 24-O.C., VENEER COLUMN BEARING WALL ABOVE HALF BASE GIRDER TRUSS ABOVE �s _I
<br /> BOTH WAYS I 2X4 STUD WALL WITH PW SHEATHING NSTALL 2X10 BLOCKING AT INTERIOR EXISTING 2X10 3/4"SUBFLOOR ��B L'3IST�B p W
<br /> SIMPSON CPT66Z OR H E C LU
<br /> GRADE
<br /> ABU66Z POST BASE AND VAPOR BARRIER EXISTING HA EXISTING 2X10 @ 16"O.C.JOISTS JOIST BEARING LOCATIONS @ 16"O.C. S'rA0 AL F'�G O_
<br /> 4"GRAVEL OR FOUNDATION
<br /> 18'MIN. SAND BASE GRADE 4"CONC.PORCH SLAB NEW STEM
<br /> BELOW WITH#4 @ 24"O.C., WALL AND I
<br /> GRADE BOTH WAYS FOOTING PER
<br /> DETAIL'H'
<br /> FOUNDATION PER NOTE:WAIT A MINIMUM OF 7 DAYS,AFTER CONCRETE
<br /> DETAIL W LEFT 1/2"XS"GALV.ANCHOR BOLTS, POUR TO BACKFILL FOUNDATION,BASEMENT,AND
<br /> (2)#4 CONT.REBAR EPDXY INTO SLAB ON GRADE, RETAINING WALLS.AFTER 7 DAYS OKAY To BACKFILL. �Dhl
<br /> STALL BLOCKING \ (n
<br /> (2)24"LONG#4 REBAR EPDXIED MIN.4"INTO 4X10 D.F.2 BEAM ` J
<br /> MIN.2 PER EACH SILL PLATE WHEN BACKFILLING MAINTAIN A DISTANCE OF HEIGHT BOTH SIDES TO 2X6 TO CONNECT POST TO Z Q
<br /> EXISTING FOOTING WITH SIMPSON SET-3G W FOR HEAVY EQUIPMENT(EXCAVATOR,BACKHOE, HOLD IN PLACE BEAM FASTEN W/(2)ROWS O Z
<br /> ETC
<br /> .)'H'CORRESPONDS TO THE BACKFILL HEIGHT 2X4 POST TO BEAM 44 REBAR OR OTHER OF 16D NAILS @ 4-O.C. 20 6
<br /> A FOUNDATION DETAIL FOUNDATION DETAIL n NEW TO EX. FOUNDATION BEHIND THE FOUNDATION WALL SEE FIGURE BELOW. W/16D@4"O.C. POSITIVE CONNECTION z > 0
<br /> f 6X6 PT POST #4 REBAR OR OTHER W of O
<br /> BACKFILL WARNING 4X6 PT POST @ (2)#4 CONT.REBAR POSITIVE CONNECTION
<br /> SCALE:3/4"=,'-O" AT PORCH SCALE:3/4"=1'-O" AT 6X6 POST SCALE:3/4"=V-0" EPDXIED REBAR 6!
<br /> SCALE: MAX
<br /> MIL VIBOUEEN
<br /> 6 MIL VISOUEEN
<br /> N
<br /> i6"CONT. (3)#4 REBAR O
<br /> ,
<br /> 24'-6" EACH WAY Q N I
<br /> 1'-2' N
<br /> 1'-9" 9'-3" -3'. T-1• 18'-2y2" B,_11" 22'_By2" FOUNDATION DETAIL n FOUNDATION DETAIL ❑ N
<br /> 1. 1. Z
<br /> SCALE:3/4"=,•-D" POST & BEAM SCALE:3/4"=,'-D" GIRDER LOAD °
<br /> rn
<br /> J.
<br /> - --- IJ-----------L_-,
<br /> r- - B
<br /> _1 >
<br /> I ___________________________ —________-4 51 W N
<br /> (2)SIMP.HDU2 PER EXISTING BUCK FOR (2)SIMP.HDU2 PER J L 0-
<br /> GARAGE DOOR I PORCH SLAB ON GRADE I 2X6 STUD WALL > m Y } Y } V)
<br /> DETAIL'X'ON S3 DETAIL'X'ON S3 4"CONC.SLAB W/#4 BAR ❑U >W m W
<br /> I I #4 STUBS 24"O.C. I @ 24"O.C.EACH WAY 2X10 D.F.2 @ 16"O.C. SHEATHING PER N LU 0 DO w ❑ J
<br /> a. @ I OVER 6 MIL POLY V.B., EXISTING FOUNDATION TO REMAIN.BUILDER #4 REBAR WITHIN ❑❑ W ❑
<br /> I EPDXY INTO EXISTING I OVER 4"COMPACTED A TO VERIFY CONDITION.CONTACT E.O.R.IF TOP 6"OF WALL 18"CLEAR JOIST TO EARTH SHEAR WALL TABLE N W Z W
<br /> 12"CLEAR BEAM TO EARTH It Z Y m U m
<br /> I GRANULAR FILL I Sl SIGNS OF DAMAGE FOUND(CRACKING, RIM JOIST W N U 0 H
<br /> "__-HORIZONTALS I I I I I CRUMBLING,SCOURING,SETTLEMENT,ETC.) nI C0 a W D d 0 Q Z
<br /> I CONCRETE SLAB L_- _- - _---- H VERTICALS-ALTERNATE z EL
<br /> EXISTING -------- L --1 ------- _ ---------------� I OF STEM WALL W U Q COU
<br /> I+ #4 CON7.AT TOP
<br /> 11
<br /> J— HOOK DIRECTION
<br /> L -- -� _---_..------_.---------------- (2)#4 CONTINUOUS 4"DIA.TIGHT LINE (�
<br /> 1 - (- HORIZONTALS IN-G. `2
<br /> I 2X6 P.T.MUD SILL 6" IN. Q'
<br /> 5/8"DIA.X 10"LONG GALV.
<br /> HEIGHT'H'IN VERTICAL HORIZONTAL ANCHOR BOLTS @ 48"O.C.
<br /> 4 I I FEET REINFORCING REINFORCING FOR VERTICAL AND HORIZONTAL
<br /> I I QTY(1)#4REBAR,SEE REBAR TABLE .Za
<br /> I O i TOP OF WALL
<br /> I u j I j 2'-4- #4 @ 24"G.C. #4 @ 24"O.C. 7�
<br /> I (2)#4 CONT.REBAR `4"DIA.PERF
<br /> $ I I I EXISTING POST AND PAD m 4'-6' #4 @ 12 O.C. #4 @ 12"O.C. DRAIN PIPE SET Q
<br /> I I I FOUNDATION TO REMAIN " 16 IN DRAIN ROCK d
<br /> WALDLATION TO BE TO BE 8"WIDE.'WIDE
<br /> 8"THICK AND STEM
<br /> EXISTING FOUNDATION TO REMAIN.BUILDER I I n FOUNDATION DETAIL
<br /> TO VERIFY CONDITION.CONTACT E.O.R.IF I I r r r r REBAR TABLE
<br /> I SIGNS OF DAMAGE FOUND(CRACKING, - - - + �� - $ - T� + - �-�-i- - - - SCALE:3/4"=1'-0"
<br /> L_J L_J L_J L_J L_J CRAWLSPACE N�0O I i CRUMBLING,SCOURING,SETTLEMENT,ETC.) I I I I � F E U
<br /> �----------------------------- I L2 _ L�2 L2 _ I
<br /> I - 0-6.F.2 4 10 D-F.�___4X10 D.F --_ I O o Z
<br /> _ _________________________� BEARING WALL ABOVE.INSTALL ------
<br /> I 5'-6" 5'-6' 5'-6" V-6" 12'-8" f^ N O o Z
<br /> CONT.FOUNDATION PER DETAIL'D' V 9 2 _�iO-
<br /> DIRECTLY BELOW BEARING WALL 7/16"OSB OR 0 OU Z...u
<br /> I 2X6 STUD WALL 1/2"AIR GAP END 2X6 STUD WALL Z Q Q H-W
<br /> 4 I D 15/32"PLV U U F Q Z
<br /> JOIST TO STEM WALL 5/8"DIAMETER X 10" Z LL"
<br /> 2X8 P.T.PLATE RIP TO 6-1/4" 30"LONG#4 REBAR LONG GALV.ANCHOR Li Z < U IL 0-Z
<br /> I WIDE AND BOLT TO STEM WALL STUBS @ 24"O.C. 3/4"SUBFLOOR, BOLTS @ 48"O.C. W (� Q Z_ W
<br /> EXISTING FLOOR SYSTEM I WITH 5/8"DIA.X 10"LONG GALV. GLUED AND NAILED W = to Y}
<br /> I EPDXY OR WET-SET Z C0 2 W U W
<br /> AND EXISTING CRAWLSPACE: I ANCHOR BOLTS @ 48"O.C. 2X6 P.T.MUD SILL W
<br /> I 4"IN STEM WALL Z 2' Z f9 O J
<br /> I j EXISTING 2X10 @ 16"O.C. FOOTING PER DETAIL'E'DIRECTLY I i - IVY � Z Z LL'G
<br /> 2X10 D.F.2 J _ Q LL Q
<br /> $l NO CHANGES UNLESS BELOW GIRDER TRUSS POINT LOAD. I 3/4"SUBFLOOR, 4"PORCH SLAB 6" IN. V Z_ W (0 2 Z R'
<br /> SPECIFICALLY NOTED BUILDER TO VERIFY LOCATION GLUE AND NAIL •` ON GRADE, @ 16"O.C. Z W m Z L)IL m
<br /> —————————------ _---_J EXISTING SLOPE AWAY Z D eE d
<br /> .— —. ----j
<br /> --------------- 2X10D.F.2 4 W H W CO LL
<br /> '- FOR VER ICAL AND DIAMETER i
<br /> @ 16"O.C. `' HT LINE >- W W W -/ Z J H-
<br /> Lu
<br /> FI------------- 9TD BEAR ON--_--_ ---_-----_____-_-__--_------------ - - ------------ -� e. SEE REBAR TA 00_'p> OOa
<br /> HORIZONTAL REBAR, �./'' TIGHT �
<br /> ____- TABLE W O
<br /> NEW TO EXISTING EXISTING FOUNDATION L1 E NEW TO EXISTING SIMP.JB210 TOP
<br /> I FLANGE HANGERS tr CONCRETEI+? to J
<br /> FOUNDATION PER :, NEW .a m W Lu
<br /> FOUNDATION PER DETAIL T NEW FLOOR SYSTEM:2X10 D.F.2 @ 16"O.C. L J Sl 18'-5• DETAIL'C' - I COLD JOINT i Q m m U Q
<br /> I PER DETAIL'C' WITH 3/4"SUBFLOOR,GLUE AND NAIL I NEW FOUNDATION " Q ❑ r O O W
<br /> Ll 11 : �, �, 4"DIA.PERF. w W
<br /> NEW 18"MIN. WITH 8d AT 6"O.C.EDGE,12"O.C.FIELD PER DETAIL'F' DRAIN PIPE SET (2)#4 CONT.REBAR 4"DIAMETER � 0 1 C 0
<br /> PERFORATED Q Q O B'LL'
<br /> ` I HOf CRAWLSPACE -----------------------� (2)SIMP.HDUB SIM. ?` 6'-0" 6'-0y2 I - IN DRAIN ROCK IN BASE OF FOOTING " DRAINPIPE SET m ❑aD�❑ LLa0
<br /> SL 6MIL POLY : . -, DETAIL'Y'ON S3 I 6 IN DRAIN ROCK
<br /> ,= I VAPOR BARRIER n
<br /> - =_ ' - __X1s2_ _i==; FOUNDATION DETAIL FOUNDATION DETAIL
<br /> 6'-3" 6'-0" 8'-0' 6'-3' I I PORCH SLAB JOISTS OPP _
<br /> - --- - ------------- SCALE:3/4"=1'-0" SCALE:3/4"=,'-0"
<br /> G ------ ----- ----- 24"X36"CRAWL 1 I J
<br /> Y I L2 L2 L2 _ IL21 I D SPACE ACCESS I
<br /> 4X10 DiE . 2---dk 0 ___ a7CT0 2 4k 0 �2 -- Si 16-B" 16'-4" Q
<br /> NEW 18"MIN. 2X6 STUD WALL
<br /> 4 Sl CRAWL SPACE H.10 W
<br /> PORCH SLAB ON GRADE I $l io 6MIL POLY I $l 2X10 D.F.2 @ ifi"O.C. BREATHING PER
<br /> ' VAPOR BARRIER 18"CLEAR JOIST TO EARTH SHEAR WALL TABLE
<br /> . 4"CONC.SLAB W/tl4 BAR A
<br /> I 24"X36"CRAWL D ' 24'O.C.EACH WAY I
<br /> 06
<br /> SPACE ACCE S1 _ -u4i WITH JOINTS @ 12'O.C. I S1 L- -- - ------- J EXISTING EXTERIOR i 12"CLEAR BEAM TO EARTH RIM JOIST Z
<br /> • I PER DETAIL'J', I ,.••, :•` ><• WALL TO BE REMOVED Q
<br /> ',. m I .• OVER 6 MIL POLY V.B., I ` _____J NAIL SUBFLOOR TO #4 CONT.AT TOP J
<br /> I b.; _ OVER 4"COMPACTED I ----- ---- -- ---
<br /> - NAILSNGWITH OF STEM WALLBLOCKI a
<br /> GRANULAR FILL NEW 3/4"SUBFLOOR,
<br /> r (2)SIMP.HDU2 PER I 'r I GLUE AND NAIL,MATCH 10d AT 6"O.C. 4"DIA.TIGHT LINE (�
<br /> I DETAIL'Y'ON S3 I VENTS DN F HEIGHT OF EXISTING Z
<br /> ----T (2)SIMP.HDU2 PER I .` —- #4 STUBS @ 24"O.C. (TYP.) 81 EXISTING SUBFLOOR _
<br /> I SIMILAR DETAIL'G' I TO REMAIN 2X6 P.T.MUD SILL 6" IN. c
<br /> D- IL'Y'ON S3 I ? NEW 2X10 D.F.2 @ 16"O.C. 5/8"DIA.X 10"LONG GALV. C W 00
<br /> L - L-- --- ---- - J FLOOR JOISTS,NAIL EXISTING 2X10 ANCHOR BOLTS @ 48"O.C. Q N
<br /> -------------- EXISTING BASE PLATE
<br /> w ------------- -, r-- B EXIST G. <
<br /> WITH(3)16d TOE NAILS. FOR VERTICAL AND HORIZONTAL z W
<br /> L _ - J NAIL NEW TO REBAR,SEE REBAR TABLE i> E
<br /> :. ..
<br /> 0)Od
<br /> 12'-1" 12'-5" WITH(4
<br /> INSTALL 2X10 BLOCKING EXISTING JOIST d
<br /> BETWEEN JOISTS ) m
<br /> 24'-6" Sl 16'-3" 151-10" 18'-9" EXISTING EXTERIOR WALL 5-6" w
<br /> FOUNDATION TO REMAIN (2)#4 CONT.REBAR , 4"DIA.PERF
<br /> LL DRAIN PIPE SET Ix } Q
<br /> 6` IN DRAIN ROCK U_I Z - W
<br /> REFER TO THE PROPOSED ARCHITECTURAL DRAWINGS PROVIDED BY PELLETIER&SCHAAR AND > - of
<br /> FOUNDATION & LOWER FLOOR FRAMING PLAN DATED 1-is THE FORT HE PROPOSED STRUCTURALDESIGN DESIGN.
<br /> DIMENSIONS.THIS NOTIFIED
<br /> OF ANY D DRAWING FOUNDATION DETAIL FOUNDATION DETAIL > Q
<br /> SET IS THE BASIS OF STRUCTURAL DESIGN.ENGINEER TO BE NOTIFIED OF ANY DESIGN O � N W
<br /> CHANGES THAT AFFECT THE STRUCTURE FRAME(E.G.FOUNDATION,EXTERIOR WALLS,INTERIOR JSCALE:3/4"=V-0" EXISTING SCALE:3/4"=1'-0" JOISTS DPP.
<br /> SCALE: 1/4"= 1'-0„ BEARING WALLS,ROOF FRAMING,ETC.).CONTACT THE ENGINEER IF CONFLICTS ARE FOUND
<br /> BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND AS-BUILT STRUCTURE.
<br /> DRAWING TO BE PRINTED ON 24"X36"IN ORDER TO BE SCALE S 1 of 4
<br />
|