HomeMy WebLinkAbout43 Carrie Ln plan 8r-
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CONTINUOUS 2x6 KD P.T.
SILL PLATE/SILL INSUL.
& 2x6 KD 2ND PLATE
W/5/8" DIA x12" L GALV. A.B.
@ 70" O.C. MAX & 6"-12" FROM
END OF PLATES W/3"x3"x4"
PLATE WASHERS
d- L
2-P.T. 2x8 GIRT
8" DIA. CONC. -
SONOTUBE, TYP.
N
(2) 1" ANCHOR BOLTS
FOR SIMPSON SHEAR WALL.
ON TOP, PUT 2 SIMPSON
STRONG -TIE "SSWPS"
STRAPS (10 GAUGE) -
FROM OUTER EDGES OF
STRONG WALL TO A
CONTINUOUS LVL HEADER
ABOVE THE OVERHEAD
GARAGE DOORS
00
4'-2"
12" DIA. CONC.
SONOTUBE-TYP.
ON "BIGFOOT" FTG.
w/4%4" PT POSTS
_ ANCHORED TO
CONC.-TYP
8'-9"
L
8'-9„
4'-2"
8" DIA. CONC.
SONOTUBE, TYP.
3-P.T. 2x8 GIRT / � / �
4'-4 5'-10" 5'-10" 4'-4„
- - - --------------------------
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r------------------------ ------------------------ I
1 o" coNc. WALL ON
I ( 20"x1O" KEYED I I
I CONC. FTG.-TYP BASEMENT FLOOR I I
3 1 /2" CONC. SLAB OVER i I-
I I _ 6 MIL POLY VAPOR BARRIER I i
OVER 6" COMPACTED GRAVEL ( I
I
I ( 3 1 /2" CONC. FILLED
I I STEEL LALLY COLUMN I I
I I ON 48"x48"X12" I I
CONC. FTG. TYP.
I I
1 I I
I/IbBEAM I
Y OTHER) I- - - IE) - - I I- I - —@— - I - - -
i
I-----J L----J 1------J BM PKT-TYP
I I MIN BRG 4" l I
I i I I
9'-1" 9'-11" ) I
I
1 I I
I I I i
I ! 22'-6" 15'-6" I
I i 3 " -8
DROP WALL I i
I I FOR STEPS I I
II -- --------------------------I _
I I I
- - - - - - - - - - - -
I
I
I i I SLOPE FLOOR 2" I I I
-�— DROP WALL I I I
I GARAGE I L - - ---------------�
I 4" CONC. SLAB W/ I _
i 6"x6" 10/10 WWM ON
I 6" COMPACTED GRAVEL I I
I I I
I
DROP WALL I
°----------------------------- I
l---------- -------------
--------------
11'-0" 9'-6" 17'-6"
38'-0"
FOUNDATION PLA
SCALE:1 /4 =1 -0
PER WFCM 110 MPH EXPOSURE B
WIDTH = 38'-0"
LENGTH = 40'-0"
ASPECT RATIO (L/W) = 1.00
ANCHOR BOLT SCHEDULE
PER WFCM 110 MPH EXPOSURE B
1.) ALL BOLTS TO BE 5" DIA. GALVINIZED
2.) ALL BOLTS TO BE SECURED W/HEX HEAD NUTS W/3"x3"x"" GALV. PLATE WASHERS
3.) BOLT SPACING:
MAX 70" O.C.
MAX 12" FROM CONCRETE CORNERS OR END OF PLATE
MAX 7" FROM END OF PLATE AT SOLICE
4.) BOLT EMBEDMENT MINIMUN 7" DEPTH
Lo
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0
to
10" CONCRETE WALL
3500 PSI
VERT. #5 Q 36" O.C.
HORZ.. #4 TOP,
MIDDLE & BOTTOM
HORZ.. (3) #4 -
CONT►N000S
10" CONCRETE WAI
3500 PSI
HORZ.. #4 TOP &
BOTTOM
HORZ.. (3) #4
CONTINUOUS
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FOUNDATION
PLAN/
DETAILS
DATE ISSUED:
09/9/2022
REVISIONS:
02 /11 /2023
DRAWN BY:
PROJECT #:
DRAWING NO.:
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