HomeMy WebLinkAbout347 Great Island Road Foundation Plan- _—- _ _ ---- - _ -- - T -141
2x10 a 16" O.C.
57RI=URAL p'PE COLU'-!N OR
B 1/2 GO\G_ -�D 5 L. COQ.
NOT TC EXCEED 10 KIPS LOADING
t/OR 5' IN NEIG4-4T . MAX. SPACING
7"-O' O.G. 5ITUI"!IN0V5 JO,N I FILLER,
TOP Cc
° FLEXIBLE
4" CONCRETE SLAB
• .JOIN t LAN7, ,
6 M!L. POLY VAPOR BARRIER SIKAFLEx :A`
STRIP FOOTING
FOOTING 3 -O xt -O
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COL U^'IN FOOTING DE T Af _
SCALE:1 1/2"=!'-C"
BAS _i'iEN7 NOTES:
SECTION SUBJECT TO FLOODING
F- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -
IEXISTING HA5EMENiT WINDOWS
TO BE REPLACED WITH NEW INDICATES EXIST.
1 BREAKdUT WINDOWS AS DETAILED METAL FRAME EXIST. CANTILEVER
- 51841 S.I. _ _
- - - - - - - - - - - - - ----------- ----- ------—————--———————————— — — —
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---- --- ----------- I
I I EXIST.
PANEL
LECRICAL j
! I I I I I I I
I I
I I I EXIST. _-J I t
1 i I NEW BASET fEN—i 'Al. - ;ars i I 1 A o 1
EREBE012T WINDOW
DE, T .O.F.=11.50 ------- I 7.O.S.=11.17 1
[ �X / I
II TYP. 2 F.F. ELEV.-11.50 I 4'-0" I I I
A.0 WALL I I 1
4" BLOCK LIP UNDER
WALL ON 24° FOOTING
4x4 POST DOWN pp T.S. COL. DOWN / I ALIGN I
I FROM ABOVE ONI T TO BE REMOVE FROM ABOVE ON ! 3 I I I 1
I 36"x36"xl2 DP. CONC. 36"x36"x12 DP. CONC.
FOOTING. 1 r-- FOOTING. ----------
v
I � r--, rJ'_2 �, I r----1 (- �; X J I 12x70 ®,(," o.c I I I !
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! ADD COLUMN y_ _I J I I EXIST.
! I I I
I L --J L_ — 4J' J.
ADD 2-1 TO ADDED T
°/meq LVL �
O- I 1 CRAWL SPACE 1 1
I EXISTING 3-2x,O I, I I I 1 « I
! L_ _ _I I - - FLUSH GIRT I I I m I 1
NE^ CO -u -N I
! ON 36'x36'x12 OF. j� I
CONC_ FOOTING.
EXIST.
I I I I CUT BLOCK WALL FOR I
-- - 1 ROOM (ALLiTO I I NEW DOOR SIZE; -
I Ex1sT. srAlRs I � I
I I Q. 13 TO BE REMOVED MOVED UPSTAIRS) _ 1 1 — — — — — — — — — J -
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i N h
I n _ I 1. �.�
-----------
I � 1211 � I n t
EXIST. EXISTING I DRILL t GROUT _
SEPTIC BASEMENT WINDOWS #5 BARS TO EXIST. I 4°-4"
I 1
! ----- -- —-------------- ----------1 MASNOARY COLUMNS
----- ---------------
I � I I OR SONO -TUBES (12")
-----------------�---------- -- /- ---- --- J
INDICATES EXIST. I 1
EXIST. CANTILEVER I I
BRICK STOOP ON '
12" MASONARY FTG.
MAIN FOUNDATION WALLS TO BE W POURED CONIC, W/ 200* TOP
t BOTTOM BARS d #5 BARS C 1'-0" O.C. HORIZ AND VERT.
REST FOUNDATION ON 10"X20" STRIP FQOTING
PROVIDE 36#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/
KEYWAY. PROVIDE #5 VERT. DOWELS C 24' OG HORIZ. EXTENDED
3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"X12" ANCHOR
BOLTS C 4'-0" O.C_ MA.X.
1. MAIN FOUNDATION WALLS TO BE 8" POURED CONC W/ Y=5 '7OP
t BOTTOM BARS.REST FOUNDATION ON 10-X20" STRIP FOOTING
PROVIDE 41 5 HORIZ BARS CONTINUOUS IN STR:P FOOTING W/
KEYWAYPROVIDE #5 VERT. DOWELS C 24" O.C. HCR'Z. EXTENDED
3'-b" MIN. ABOVE TOP OF FOOTING PRO'✓IDE 1/2'X!2" ANCHOR
BOLTS C 4'-01' O.C. MAX.
2. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
3. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
- REQUIRED BY CODE (WINDOWS OR MECHANICAL)
4. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MA'NTA'N
4'-0" MINIMUM COVER. _
5. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, 4vm,
-6. SEE STRUCTURAL ORAWING5-FOR LOCATIONS OF ALL STRUCTURAL COLU*-NS.
7, CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY M SS'NG,
INCORRECT OR QUESTIONABLE DtMENS'ONS NOT BROUGHT TO THE AT-ENT:ON
- . OF. THE DES!GNER RECO-lE. THE RE5PONSIBILITY OF THE CONTRACT0Q,.
GENERAL NOTES:
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION
WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE B`! INTERIOR
WALL PLASTER BOARD/FINISH
CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION,
CONTRACTOR SHALL SITE INSPECT ALL EXISTING V5. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER
OF ANY DISCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRITY OF EXISTING HOUSE.
.CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
NEW CRAWL SPACE DUST CAP TO BE LOCATED NO `MORE THAN 3'-4"
FROM TOP OF FOUNDATION WALL, IN DEPTH BECAUSE OF LOCATION
OF SEPTIC LEACH FIELD.
FEMA
AREA OF FOUNDATION SUBJECT TO FLOOD ELEVATIONS:
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A=42 (28 )=1176 SQ. FT.
I'"IN!riUM WINDOW R.O. 4'-0"x2'-4" WIDE
GLASS AREA =I 3'-10"x2'-2"=1106 int z a z
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BREAKOUT WINDOW DE TAIL
SCALE: 1/2"=1'-O" --
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