HomeMy WebLinkAboutBLD-18-2205a
(2) 2X6 P.T. SILL W/ 5/b"X12"
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-- � W+NDOW ABOVE
REVICWED FOR WILDING AND ZONING CODE COMPLI=
ANCE. ERRORS OR O;vSMISSiOhv DO NOT RELIEVE
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APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT -
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COMPLIANCE.
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V 5/VX12' 6ALVANI=ED STEEL ANCHOR���
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OCf 12 2017
OLTS @ 52" O.G. AND !2" FROM CORNERS
TH!GK ON 24"X12" GONTINUOUS GONGRE TC: ;
20TING VV KEY; PROVIDE 2 ROW5 OF #5
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,NCHOR BOLTS SHALL EN5A6E ALL PLATES
EBAR ® TOP 4 BOTTOM OF WALL: (
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,ND BE FA5TENED W/ 3"X3'XI/4" PLATE WA5HER5;
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2 BE BASED ON GRADE GONDiTIONS; C' -v
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0 FOOTIIN6 TO BE PLACED IN WATER OR
IN. FROM FIN. 6RADE TO BOTTOM OF F00T iNV
1.
ROZEN SOIL
?) #5 REBAR AT TOP ONLY; PRO,,AVE 5HEL F 4 !'
EE 5TRUG7URAL GENERAL NOTES AND T'IFIGAL
TEM WALL PER PLAN5.
>ETAIL5 FOR OTHER REO'JIREMENT5
NC E` TH MIN F'G = 3,000 F'` I (�
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i IGEN T Ei� CN _ _
-- � W+NDOW ABOVE
REVICWED FOR WILDING AND ZONING CODE COMPLI=
ANCE. ERRORS OR O;vSMISSiOhv DO NOT RELIEVE
0 40
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APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT -
-
COMPLIANCE.
- ----....
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NJNDATlON 6ENERAL_NOTE5: �I
BUILDING I IAL
V 5/VX12' 6ALVANI=ED STEEL ANCHOR���
i
OCf 12 2017
OLTS @ 52" O.G. AND !2" FROM CORNERS
TH!GK ON 24"X12" GONTINUOUS GONGRE TC: ;
20TING VV KEY; PROVIDE 2 ROW5 OF #5
I
,NCHOR BOLTS SHALL EN5A6E ALL PLATES
EBAR ® TOP 4 BOTTOM OF WALL: (
I
,ND BE FA5TENED W/ 3"X3'XI/4" PLATE WA5HER5;
s
LL
IFILE
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O FRO5TWA _L5 TO BE SECURED IN/ KEY
" X II 1/6" P51L BEAMS
SHEAR WALL5, VNLE55
BEAMS ARE SPECIFIED i r TOWN OF YARMOUTH
FLANS
ASEMENT 5LA55 TO BE 4" CONCRETE ('500C P50
J WWM bX6 WI.4XW1.4 WIRE MESH ON 6 MIL
REVICWED FOR WILDING AND ZONING CODE COMPLI=
ANCE. ERRORS OR O;vSMISSiOhv DO NOT RELIEVE
THE
I
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT -
OMPAGTED TO 95% MAX, DRY DEN517Y
COMPLIANCE.
- ----....
DATE:
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NJNDATlON 6ENERAL_NOTE5: �I
BUILDING I IAL
V 5/VX12' 6ALVANI=ED STEEL ANCHOR���
!LL HEIGHT CONCRETE. WALLS TO, BE
OCf 12 2017
OLTS @ 52" O.G. AND !2" FROM CORNERS
TH!GK ON 24"X12" GONTINUOUS GONGRE TC: ;
20TING VV KEY; PROVIDE 2 ROW5 OF #5
I
,NCHOR BOLTS SHALL EN5A6E ALL PLATES
EBAR ® TOP 4 BOTTOM OF WALL: (
I
,ND BE FA5TENED W/ 3"X3'XI/4" PLATE WA5HER5;
ZFER TO 5EGTION5 FOR WALL HEI(;,HT-;
ROVIDE SHELF 4 STEM WALL PER PLANS.
LL
IFILE
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0'W -RETE FR05T WALLS TO BI< 10"
drat
ONNEGTIONS OF FULL. HEIGHT FOUNDATION WALL5
N 24"XI2" MCE55 NOTED) (iONTINU0(6
O FRO5TWA _L5 TO BE SECURED IN/ KEY
ONG. FOOTING YV KEY K16HT OF t^iAL^ 1{
rev.
; A5T FROM 2X4)
2 BE BASED ON GRADE GONDiTIONS; C' -v
te�1.
0 FOOTIIN6 TO BE PLACED IN WATER OR
IN. FROM FIN. 6RADE TO BOTTOM OF F00T iNV
�� ess �� 1
ROZEN SOIL
?) #5 REBAR AT TOP ONLY; PRO,,AVE 5HEL F 4 !'
EE 5TRUG7URAL GENERAL NOTES AND T'IFIGAL
TEM WALL PER PLAN5.
>ETAIL5 FOR OTHER REO'JIREMENT5
NC E` TH MIN F'G = 3,000 F'` I (�
5�1
T
ASEMENT 5LA55 TO BE 4" CONCRETE ('500C P50
J WWM bX6 WI.4XW1.4 WIRE MESH ON 6 MIL
I
APOR BARRIER OVER 6" WELL-6RADED 6RA'VEL
I
OMPAGTED TO 95% MAX, DRY DEN517Y
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ILL PLATES TO BE (2) 2X6'5 (LOWER 51LL P.T.)
V 5/VX12' 6ALVANI=ED STEEL ANCHOR���
OCf 12 2017
OLTS @ 52" O.G. AND !2" FROM CORNERS
4
,NCHOR BOLTS SHALL EN5A6E ALL PLATES
I
SCa HEALTH DEPT,
,ND BE FA5TENED W/ 3"X3'XI/4" PLATE WA5HER5;
HERE SHALL BE A MIN OF 2 BOLT PER SILL,
-�
IA5HEfR TO SIT ON UPPEF' SILL
drat
ONNEGTIONS OF FULL. HEIGHT FOUNDATION WALL5
O FRO5TWA _L5 TO BE SECURED IN/ KEY
rev.
; A5T FROM 2X4)
`
te�1.
0 FOOTIIN6 TO BE PLACED IN WATER OR
�� ess �� 1
ROZEN SOIL
EE 5TRUG7URAL GENERAL NOTES AND T'IFIGAL
>ETAIL5 FOR OTHER REO'JIREMENT5
;EGOMMENDED TO 5AWG1,IT SLAB CONTROL
OINTS - NO 13166ER 5EGT!ON5 THAN 600 S.F.
ISSUED FOR PERMIT sht �0,f u" 1