HomeMy WebLinkAboutBasement Floor PlanI I
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20' x 14' CONC. PATIO {
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2' -5 7/8' 1' -10• 6' -7 318' 1' -1O' r -5 711r i 20' x 14' CONC. PATIO
{ ABOVE
1
PRECEDENT
3
� WB x 19 SE_ 9EA6d \ — — flomE s
1
COMPOSITION SHINGLES OVER 30� r _ (7 7 /8'TALL x 4'- 1aADE) — 1 - 16' �' $' (,'QI�Jj�la/$ (,�j�j(;�J .b r�
FELT OVER 1/2" DECKING
--- I------------------ - - - - -- — -579-8710
12 1 - - - - -- -- - -- ----------------------
VARIES INSULATION BAFFLE 1 ' 1 I- ADS REQUIRED FOR -CLASS
ROOF RAFZERS 12. 19 SIDING OR I II , 11 111 BLOCK LOAD ABOVE
16,0 BRICK
1 2x4 OUTRI66ERS AT 2=0. O.C. \ �I ) 1ST FLOOR WALL AB OVE T BRN I
Xxxxxxx LOADS TO FOUNDATION
19' -4 5/8' TO }iXIUt� TRAIN R1. 5' 7 3/8'
R -38 BLOWN INSULATION 1x63 WD. FASCIA (TYPICAL) •� I J C>
(TYP IN ATTIC � � TRANSFERRED �� / 1
0
i� WALL ABOVE S SUPPLENTT 1SO
1 FLR. JOISTS AS REQ'D. l ' •' 1 1
2 2x12 VANDOW HEADER I
(TYPICAL) 14' -9' I J1 9'-8• %/ 9' -8' 9' -B" I I
1
HARDBOARD SOFFIT W/ SOFFIT I \�\ POINT LOAD FROM 1
VENTS 1 1
171 --V TO � { • �$' , ABOVE AND CEILING I
I ROOF AND COLiNG 1
i POINT LOAD FROM { \ LCADS
lx6 A L FRIEZE (TYPICAL.) I ABOVE TRANSFER= / CDNT. WBAD SR. SEAM
WALL CONSTRUCTION (EXTERIOR HORIZ SIDING)_ I ROOF AND CEILING / F
,HORIZONTAL LAP SIDING OVER R = 0.13 j.Q - --� � LOADS I � 7 7/8
"TALL WIDE) \ � BEAM I
TR
TYVEK HOUSEWRAP OVER R = 0.58 1 ROOF A CENGLOA�S
1.�
7 16" OSB SHEATH'G OVER R = 3.50 TQ FourtD \\ 1 1
O / \ / 1' -4" DIAM. CONC- PIER L J
\/ ON 2' -0" x 2 -0" x 0' -B"
a 2 x 4 WOOD STUDS 16" O.C. R = 0.45 I \\> >
w WITH R -13 BATT INSULATION -R = 13.0 W8x24 STL. BE \/ 7\j-
LO CONCRETE FOOTING (TYP.) �
° w 2 MIL VAPOR BARRIER R = 0.6B 2 -
(7 7 /8`IALL x 6 1 WIDE)
1/2" PAINTED - DRYWALL R = 0.73
TOTAL R -VALUE = R = 19.07
w w 2X4 STUDS ® 16' O.C. n }
o_
w WALL CONSTRUCTION (EXTERIOR BRICK VENEER): i I �'--9 \\ 0-9• �• $.8. _ 1 1 W
t.j cl� '1' BRICK OR STONE VENEER R = 2.54 �' - - - / j -- - - -- - _._ a
TYVEK HOUSEWRAP DYER R = 0.58 - - - - --
x //16" OS8 SHLATH'G OVER R = 3.50 m i I {
ww I WALL ABOVE TRANSFS
2 x 4- MOOD STl3DS 16" O.C. f� = 0.45 1 FDOEIL.tNS -1oADS 7D { \ ^ I
WITH R -13 BAIT INSULATION R = 13:0 I I I \ \ /� - 1 1
2 MIL VAPOR BARRIER R = 0.68 �- -{- \ - 1 �
1/2 PAINTED DRYWALL R = 0.73 L - // 17 ctl
TOTAL R -VALUE = R =21.48 3 i ' � - \ CDN7 'TALL" 4 WIDE
2x4 TREATED BO TS PLATE
SP 117TH 1/2'
DIAM. ANCHOR BOLTS SPACED 4' -0' � I
D.C. (MAX. T - -U --FROM CORNERS)
MASONRY FLASHING W/ WEEP HOLES ' I POINT LOAD FROM j \ \ {
T "' 1
Ile
(1/4' DIAM.) AT 2' -8' O.C. ABOVE TRANSFERING 1S OOR WALL ABOVE �`D "Z
TOP OF FOUND; WALL cE1L1NGt11Ans LAS \�\ >� L1�%� a?PE I O
13' -9 1/2' TO FIXTURE DRAIN RI. / / 6 MIL VAPOR 8ARR1Ef2 ON {
1 -� 3- / h MIN. 4° GRANULAR FILL OVER
4" CORRUGATED - -TILE TO SllMP_ASSHOWN { i
3/4' PLYWOOD SUBFLOOR ON FLOOR
JOISTS FIN. GRADE
-IL
B• 'L' BLOCK OR �O- SU�IP7 I F
C tC. WARY {3R i
CONCRETE � '
CONC. WALL
8' C.M.U. OR CONCRETE FOUN I 5
WALL
4• BRANI,I AR FILL I,NDER -6 Ml �� � I Ij SQUARE FOOTAGE -
VAPOR BARRIER OVER UNDISTURBED � '� p. - I �
POINT LOAD FROM ABOVE � � � � �
1' -4° x 8° CONT. CONCRETE TRANSFERING ROOF AND CEIIJ
ING
FOOTING 4 — C x1 ) J —� L— I LOADS I ( GARAGE 509 SF
iD �xt i smut'L - -
I 1 — WALL ABOVE TRANSFERS iv I I l b - PERMIT TOTAL 3628 SF
TYPICAL WALL SEC TI ON p i � 1 1 ROOF AND CEILING .LOADS _e � 1 POINT LOAD FROM -ABOVE t 1 7 70TAL UM 3117 SF
i TD F =TIC , I j
— 1I LOADS &41DF RAID 1 F11 6
S C ALE: 1 2 " — _ D j
\7\f
I1� _AM �— ATTIC STORAGE ago sF
I — — — — CONT. W8x10 — BEAM
1 I (7 7j8•TALL x 4 °WIDE)
lie
n
i t18STLBEAAI �L 1
rUSIT—(8 1 B' ALL x 5 1 /4'WIDE) o WALL ABOVE TRANSFERS
T7"7w,,'
� CEIUNG LOADS TO
L-- 1 FOUNDTN ADJUST FLOOR
CRAWL A�dM ABOVE _ I JOISTS AS REQUIRED. I I
i I I ADJUST F� - JOISTS FDR { 1
o m OPENINGIA9 REQUIRED. �♦
;n 1O' -21/4' { 11�- -8 5/8' 8 =7 1/4 5 =3 3{4• 1D' -1 1/4'
1 1 15' -O 5/B•
1
I I
DEPICTS LOG {3F
�'— — TREATED WAU_ ATE ADJHSTL69CE
— — — — — — (TYPICAL) AS REQUIRED '
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it I v OIl- fi 1 -i 1
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N
I— - - -- - - - --� -- - - - - -- — — — — --
a 1 —fl B
I j ooh � B I •�
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I
1 1 i UNEXCAVATED
MIN. 4 CONC. SLAB -ON GRANULAR LL -
- i I SLOP SLAB 1/4" PER FOOT TO FR NT
i I GARAGE
I- °
4" CONCRETE SLAB
OVER MIN. -4° GRAN. FILL - j tz
o I SLOPE 2' TO O.H.D. T
I
CAP o i
LLJ
1 1 a
1
t/ -11 w'
AQ
a BASEMENT -FLOOR -PLAN
i
SCALE: 1 f =1 _ fl
1
1 is• xa' �FOO�rc �� Zate
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Rua sF s
� a 1
r- - - - - -- - - - - -�
FOUNDATION WALL TYPES
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L----------J I I I state, 1/4"
SCALE: 1 f 2" = 1' — 0" � o
Date 4/19/04
- - - -- 0- - - - - -- Drawn �E
Job Nw AP49
6'-0' 12'-8'
21 lie
45' -O' 2
IF of 3