HomeMy WebLinkAboutFoundation Plan-R4-STAMPED final rev 12.16.2021\ \ � � GENERAL NOTES:
0�I 1. CODES:
MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION (780 CMR)
7 / I
2. DESIGN LOADS:
DEAD LIVE
10 psf 40 psf FIRST FLOOR
\ 10 psf 30 psf BEDROOMS
10 psf 40 psf EXTERIOR DECKS
' 30'4" 6' 28'-4" \ 10 psf 20 psf ATTIC
10 psf 30 psf ROOF (GROUND SNOW)
-- -- -- - 3. DO NOT SCALE FROM PLANS. IF DIMENSION IS NOT GIVEN, REFERENCE ARCHITECTURAL FLOOR PLANS PRIOR TO
- - - - - V CONTACTING ENGINEER.
B /FTG. B /FTG.
- _ - - - - - - - - _ =7.25' 4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION AND SHALL NOTIFY
B / FTG. -B%FTG. B / FTG. B / F G.
� THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN DOCUMENTS AND FIELD CONDITIONS.
L.-16.50' EL.-15.25 E .=13.2 EL. 1.25' \ �r�j- /- � y\/ I V 7 71 SLOPED BOTTOM OF FOOTING
n 7 7 �7 L7 _Z 1J (SEE DETAIL 6/ST3)
/ / / / / / / / / / / / u \ � K \/ u� I 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS DURING CONSTRUCTION. THE ENGINEER IS
SPECIFYING THE FINISHED CONDITION ONLY, WITHOUT ASSUMING NEITHER KNOWLEDGE NOR RESPONSIBILITY
7 7 X SLOPED BOTTOM OF FOOTING.
AS REQUIRED FOR 4' FROST FOR HOW THE CONTRACTORS WILL ACHIEVE THIS RESULT.
° D / ° D COVER ALONG EAST WALL (SEE DETAIL 6/ST3) 6. DIMENSIONS FOR THE EXCAVATION PIT ARE BASED OFF THE RECOMMENDATIONS BY THE LICENCED SITE
EP B TTO OFF TIN
PROFESSIONAL (LSP). THIS OFFICE DOES NOT DELINEATE THE EXTENT OF THE CONTAMINATION. THIS OFFICE IS
/ G / � � ° z �
/ / p ° �)M p i� ° TO BE NOTIFIED IMMEDIATELY IF EXCAVATION BEYOND WHAT IS SHOWN ON THIS PLAN IS REQUIRED.
c,z M (SE DETA 6/ST) O -
�
�� / o O°.
/ p / D +I a i- p FOUNDATION NOTES:
/ w O / ° ° o o ° ° ° D "'M ° \ 1. THE STRUCTURE IS TO BEAR ON NATURAL UNDISTURBED SOILS CAPABLE OF SUPPORTING 1.5 TONS PER SQUARE
j)fq � ° FOOT, WITH A V LAYER OF CRUSHED STONE, OR FLOWABLE FILL. IF QUESTIONABLE BEARING IS ENCOUNTERED IT
w �� D D IS TO BE REMOVED AND REPLACED WITH ADDITIONAL FLOWABLE FILL.
CDD p °
o D D �I � D ° 2. ALL EXTERIOR FOOTINGS TO HAVE A MINIMUM OF 4' OF FROST COVER.
/ p -� °
F- � / ° 43'-101" ° ° D 8'- 3" \ ° 3. 5/8" ANCHOR BOLTS ARE TO BE INSTALLED AT 4' ON CENTER AND HAVE A MINIMUM EMBEDMENT DEPTH OF 12"
J / 12" 0 SONOTUBE ° D 4D ° D ° D I D I UNLESS NOTED OTHERWISE. ADDITIONALLY ANCHOR BOLTS TO BE INSTALLED W/IN 12" OF ALL JOINTS AND
m w / (SEE PLAN B/ST2) ° ° D ° ° ° ° CORNERS.
/ 36"x36" PAD FOOTING
O. Dp �
00 N i� ° D 4. ANCHOR BOLTS AND ALL REINFORCING IS TO BE POSITIONED AND SECURED IN PLACE PRIOR TO POURING
p / (SEE DETAIL 3/ST3) g D � ° ° D
CONCRETE. NO WET STICKING IS ALLOWED.
/ B /FTG. p � o D D °
£1S EL.=16.5 ° ° D APPROXIMATE LIMIT 5. WHERE ANCHOR RODS ARE EPDXIED TO CONCRETE, USE HILTI "HIT-HY 200" EPDXY, AND INSTALL ANCHORS PER
/ o ° p 36"x36" PAD FOOTING D 3'-0" STRIP FOOTING MANUFACTURES SPECIFICATIONS. ADHESIVE ANCHORS SHALL ONLY BE INSTALLED IN CONCRETE WITH A
6'-2" BEARING ON FLOWABLE (SEE DETAIL 1/S 3 ch OF EST BOTTABLEOM
FILL AT
� ) ° p LOWEST BOTTOM OF MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION.
FILL (SEE DETAIL 8/ST3) Q � o D o FOOTING ELEVATION
p 6. CONTRACTOR TO INSTALL FOUNDATION DRAINAGE PER IBC, SECTION 1805.
�D
w D. ° p 7. NO BACKFILLING AGAINST THE FOUNDATION IS TO BE DONE UNTIL AFTER THE HOUSE IS CONNECTED TO THE
° p c,� ° .I co
° D o o FOUNDATION.
°
D12'-8"
CONCRETE NOTES: N B/ FTG. N H ° I D p ° D_ D D p
� p °� I EL.=11.25' ° ° ° °
b 1. ALL CONCRETE WORK SHALL CONFORM TO THE APPLICABLE VERSION OF BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301)
D ° D REFERENCED BY THE BASE CODE MENTIONED ABOVE.
2. CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN CONFORMANCE WITH ACI 318 TO THE FOLLOWING
REQUIREMENTS;
/ / / / D o ° ° ° * 3/4" MAXIMUM AGGREGATE SIZE
\ B / FTG. B / TG. B FTG. / F p cn ° o p * FTG.: 3,000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH W/ 4" MAX. SLUMP.
\ EL.=16.50' EL.=1 .25' EL. 13.25' E .=11.25' �STEP BOTTOM OF? FOOT NG DD w ' D ° p D D ° ° D 10'-2" * FND.: 3,000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH W/ 4-1/2" MAX. SLUMP.
ST P B TTO OFF OTING T EDGEIF FLQM/ABL FILL ° ° D D m SLAB: 4,000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH W/ 3" MAX. SLUMP.
\ (SEE ETAI 6/ST) ° p I ° D ° p ° D
9'-8" ° ° 4. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE
LESS THAN 5% OR MORE THAN 7%.
CO
\ \ o �� °�° l� ° \ 5. FLOWABLE FILL SHALL BE PROPORTIONED, MIXED AND PLACED IN CONFORMANCE WITH ACI 318 TO THE FOLLOWING
REQUIREMENTS;
* MINIMUM STRENGTH = 100 PSI AT 28 DAYS
* MAXIMUM STRENGTH = 150 PSI AT 28 DAYS
o
\ I °6' �7� \ * MINIMUM WATER CONDUCTIVITY = 4.Ox10^-3 cm/sec
°
II
I
II
II
I
o. \ o ° D p --- D o D ° ADD �� ° 1 I 6. FLOWABLE FILL SHALL BE A LOW FLY ASH MIX THAT IS AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF
o. D \ ° ° -� K > N CONCRETE) SHALL NOT BE LESS THAN 15% OR MORE THAN 30%.
3'-0" STRIP FOOTINGS
(SEE DETAIL-1/ST3) D p \ \ % / I� u
5. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO
° ASTM A1064 GRADE 60, FOR DEFORMED AND PLAIN WIRE.
CID
6. MINIMUM CONCRETE COVER OVER STEEL REINFORCING TO BE ACCORDING TO ACI CODE
\ A PRO MAT LIMIT \ o p Do -°�° D \ * 3" IF CONCRETE IS POURED IN DIRECT CONTACT WITH THE GROUND.
\ OF OWA LE FIL ° D £1S -°� _ \ * 2" IF CONCRETE IS EXPOSED TO THE EARTH OR WEATHER.
AT p
\ LOW ST B TTOM F ° D-� f4 o * 1-1/2" IF CONCRETE IS NOT EXPOSED TO THE EARTH OR WEATHER.
p p ° D- 3'-0" STRIP \ i�
\ FOOT GEL VATI \ D ° ° DETAIL 1/ST3)
7. ALL SPLICES IN THE REINFORCING STEEL ARE TO BE TIED WITH WIRE, AND LAPPED AS FOLLOWS;
�� \ * #6 BARS AND SMALLER, LAP 35 BAR DIAMETERS.
_- --- ---
\ --- -- / \ \
* #7 BARS AND LARGER, LAP 45 BAR DIAMETERS.
\ � �`! \ \ 8. AT NO TIME IS THE REINFORCING STEEL TO BE WELDED.
\ - � \
X �x �
w \ \ 9. WHERE REINFORCING STEEL IS BENT IT IS TO BE DONE SO THE END RESULT IS A GRADUAL ARC WITH A MINIMUM OF A
co ----- -- - -- �X�
_ � � \ THREE INCH RADIUS.
I
--- \ 7. FORMS SHALL NOT BE REMOVED UNTIL THE FOLLING HAVE BEEN ATTAINED; � \
I \ \ * BEAMS & SLABS - 500 DEGREE-DAYS HAVE PASSED OR CONCRETE HAS REACHED 30% OF THE REQUIRED
STRENGTH.
\ \ \ * WALLS & VERTICAL SURFACES - 200 DEGREE-DAYS HAVE PASSED OR CONCRETE HAS REACHED 30% OF THE
REQUIRED STRENGTH.
"DEGREE-DAY" = (TOTAL NUMBER OF DAYS)x(AVERAGE DAILY TEMPERATURE)
_ ------ \ TEMPERATURES BELOW 50 DEGREES ARE NOT TO CONTRIBUTE TO DEGREE-DAYS
/ \ \ 8. SLAB ON GRADE TO BE 4" THICK WITH ONE (1) LAYER OF 6x6 W4.OxW4.0 WELDED WIRE FABRIC LOCATED IN THE UPPER
THIRD OF THE SLAB.
/ \ \
\ I n 9. TOLERANCE FOR FLATNESS OF THE SLAB IS NOT TO EXCEED 1/4" DIFFERENCE ACROSS 8', & 1/2" DIFFERENCE ACROSS
I� J THE ENTIRE SLAB, UNLESS NOTED OTHERWISE.
10. DETAILS NOT SHOWN ON DRAWINGS SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL 315
/ \ I 11. CONSTRUCTION OR CONTROL JOINTS IN THE SLAB TO BE AS SHOWN ON PLANS. WHERE NOT SHOWN, LIMIT CONTROL
/ A EXCAVATION / FOOTING PLAN 1 I JOINT SPACING TO NO GREATER THAN 15 FEET ON ANY SIDE FOR 5 INCH SLABS AND 12 FEET FOR 4 INCH SLABS ON
/ SCALE: 1/4" = V-0" \ I 0 GRADE. THE SECTIONS BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SHALL BE APPROXIMATELY SQUARE,
/ \ I WITH THE LENGTH TO WIDTH RATIO LESS THAN 1.5.
/ I \ 12. CONTROL JOINTS ARE TO BE 1/4 OF THE TOTAL SLAB DEPTH AND ARE TO BE CUT USING A DRY SAW WITHIN 1 HOUR
AFTER FINISHING IN HOT WEATHER AND WITHIN 4 HOURS AFTER FINISHING IN COLD WEATHER
/ I �
/ 13. CONTROL JOINTS ARE TO BE FILLED WITH A SEMIRIGID EPDXY. CONTRACTOR IS TO DELAY FILLING THE JOINTS TO
THE MAXIMUM EXTENT POSSIBLE.
14. CONTRACTOR TO AVOID INTERSECTING FULL DEPTH CONSTRUCTION JOINTS WITH PARTIAL DEPTH CONTROL JOINTS.
15. CONTRACTOR TO DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORMWORK TO SUPPORT VERTICAL AND
LATERAL LOADS TO CONFORM WITH THE APPLICABLE EDITION OF GUIDE TO FORMWORK FOR CONCRETE (ACI 347)
REFERENCED BY THE BASE CODE MENTIONED ABOVE.
16. CONTRACTOR TO PLACE CONCRETE IN COMPLIANCE WITH THE MOST CURRENT EDITION OF GUIDE FOR MEASURING,
MIXING, TRANSPORTING, AND PLACING CONCRETE (ACI 304) REFERENCED BY THE BASE CODE MENTIONED ABOVE.
17. CONTRACTOR TO PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH WHICH COULD BE
CAUSED BY BOTH EXCESSIVE HEAT IN COMPLIANCE WITH THE APPLICABLE EDITION OF HOT WEATHER
CONCRETING (ACI 305), AS WELL AS FROST, FREEZING ACTIONS, OR LOW TEMPERATURES, IN COMPLIANCE WITH
THE APPLICABLE EDITION OF COLD WEATHER CONCRETING (ACI 306) REFERENCED BY THE BASE CODE MENTIONED
ABOVE.
18. PRESSURE TREATED LUMBER IS TO BE USED WHEN IN CONTACT WITH CONCRETE.
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Digitally signed
Scott
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Scott Orlowski
O I ki Date: 2022.05.27
r ows
13:40:50-04'00REWWOms-
NO CHANGES TO THIS SHEET
05/27/2022
NO CHANGES TO THIS SHEET
04/21/2022
ISSUED FOR CONSTRUCTION
12/16/2021
1
ADDED ROUGH CONTOURS
FOR EXCAVATION
11130/2021
p�
ISSUED FOR PERMITTING
11/29/2021
MWED FOR -
CONSTRUCTION
BAYS. DEC. 16, 2021
SCALE. AS NOTED
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PLAN &
NOTES
DRGIMNO NUMBER.
ST1
PAGE NUMBER:
1 OF 3
JOB NUMBER:
20-061 b
F F
L- L
1'-9"±
12'-3"±
- 28'-0"±
3'-6" DOOR
12'-3"±
OPENING
r
T / FTG. T / FTG. T / FTG.
EL.=16.25' EL.=14.25' EL.=12.25'
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Q r� >� r�
6n C > N
_ 11
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JO� �� w w
O � z F —112", #5 BAR AT 24" O.C. E T.
a z 0 Q EPDXY INTO EXISTING
w o w FOUNDATION 4"
co W zo L
ocw 0w
M
00
12" O SONOTUBE ON A T/SONOTUBE
36"x36" PAD FOOTING EL.=19.83' (TYP.)
(SEE DETAIL 3/ST3)
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T / FTG. T / FTG-�T T / FTG. T / FTG.
EL.=17.50' EL.=16.25' EL.=14.25' EL.=12.:
9'-6" GARAGE 9'-6" GARAGE
DOOR OPENING DOOR OPENING
J -6" J
28'-0"±
j
J
J C°
L
j N
>� w
32"
F-
9'-42"+
7'-0"±
00
N
N
BASEMENT WINDOW PER ARCH.
(SEE DETAIL 7/ST3)
26'-0"±
12'-0"± 7'-0"
STEP IN FND. WALL
(SEE DETAIL 7/ST3)
TT
BEAM POCKET w Q Q LO
(SEE DETAIL 4/ST3) 20 3: N 3: -
11- u
00 ~w ~w
w -J T / WALL
F- z EL.=13.50'
I
+I U)
o m 2x6 FRAMED WALL O
N } ABOVE FOUNDATION.
_D
SEE ARCH. PLANS
CD
20'-4' +
L
I
T
3-1/2" O.D. SCH. 40
STEEL COLUMN
(SEE DETAIL 8/ST3)
L J BEAM POCKET L
APPROXIMATE (SEE DETAIL 4/ST3)
LAYOUT OF STAIRS 3'-10"±
36"x36" PAD FOOTING
(SEE ARCHITECTURAL PLANS) JI (SEE DETAIL 8/ST3) w Ji
w £ZS
CONTRACTOR TO VERIFY w °J° Iw
PLATE ELEVATIONS BETWEEN '- J
MUDROOM AND GARAGE N
Q w (D 2x6 FRAMED WALL
X m U) w T /SLAB ~ z � ABOVE FOUNDATION.
AND ADD A FOUNDATION O EL.=12.75' CD SEE ARCH. PLANS
SHELF HERE AS REQUIRED. Cl)
m
12'-8" <
3'-0" STRIP FOOTING
Iv (SEE PLAN A/ST1)
T / WALL BEAM POCKET
EL.=21.75' (SEE DETAIL 4/ST3) 8" FOUNDATION WALL —
(SEE DETAIL 1/ST3)
O I I 1
+I ST3
w T / WALL
12", #5 BAR AT 24" O.C. V RT. EL.=13.50'
EPDXY INTO EXISTING 10'-10"±
FOUNDATION 4"
12'-42"+
I I �
BEAM POCKET T / WALL
(SEE DETAIL 4/ST3) EL.=21.75'I
I
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N
w
TOP 16" OF FND
w
WALL ARE TO BE
w
-
CMU BLOCK
m w
SEE DETAIL 9/ST3
w Iz
ElS
CDw
ST3
om
T / WALLI -
EL.=21.75'I
I
BEAM POCKET
w I
T / WALLI -
(SEE DETAIL 4/ST3)
EL.=21.751
-------------
20'-6"±
6-74" 6'-10" 6-10"
10" O SONOTUBE
ON 28" 0 BIGFOOT FOOTING (TYP.)
23,,
4
B FOUNDATION PLAN
SCALE: 1/4" = V-0"
4'-94"
3'-24"
-I00
rn
zo
-O
O
100 BEAM POCKET
(SEE DETAIL 4/ST3)
J
O
2'-6"±
T o
I
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BSMT. WINDOW 77 O
REQUIRED /
+I (SEE DETAIL 7/ST3)
I o
-100
zo
BSMT. WINDOW
PER ARCHITECT
(SEE DETAIL 7/ST3)
'O
+I—/
o �
I00
I
J —IN
10'-6"
10" O SONOTUBE
ON THE STRIP FOOTING
SIMILAR TO DETAIL 3/ST3
STRUCTURAL STEEL NOTES:
1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO THE APPLICABLE VERSION OF THE FOLLOWING ASTM
PROVISIONS
* WIDE FLANGE BEAMS "W" SECTIONS - ASTM A992 (Fy=50 KSI)
* WIDE FLANGE BEAMS "M" & "S" SECTIONS - ASTM A36, Fy=36 KSI)
* WIDE FLANGE BEAMS "HP" SECTIONS - ASTM A572, GRADE 50 (Fy=50 KSI)
* HOLLOW STRUCTURAL SECTIONS "RECTANGULAR" - ASTM A500, GRADE C (Fy=50 KSI)
* HOLLOW STRUCTURAL SECTIONS "ROUND" - ASTM A500, GRADE C (Fy=46 KSI)
* PIPE SECTIONS - ASTM A53, GRADE B (Fy=35 KSI)
* CHANNELS, ANGLES, AND OTHER SHAPES - ASTM A36 (Fy=36 KSI)
* STUDS, PURLINS, AND OTHER FRAMING MEMBERS - ASTM A1003 (Fy=50 KSI)
2. STEEL SECTIONS ARE NOT TO BE NOTCHED, CUT, ALTERED OR HAVE ANY PORTION OF IT MISSING WITHOUT THE
WRITTEN APPROVAL OF THE ENGINEER.
3. PROVIDE ASTM F3125 BOLTS FOR ALL FRAMING CONNECTIONS. F1554 BOLTS MAY BE USED FOR COLUMN ANCHOR
BOLTS ONLY. EXPANSION BOLTS SHALL BE "HILTI KWIK BOLTS" OR APPROVED EQUAL.
4. ALL WELDING SHALL CONFORM TO THE APPLICABLE EDITION AWS D1.1 "STRUCTURAL WELDING CODE" WITH E70XX
ELECTRODES BY THE SHIELDED METAL ARC PROCESS. ALL WELDING SHALL BE PERFORMED BY A WELDER
CURRENTLY CERTIFIED BY THE AMERICAN WELDING SOCIETY.
5. NO TACK WELDS, PLUG WELDS, OR SLOT WELDS PERMITTED UNLESS NOTED OTHERWISE.
6. THE APPROVAL OF SHOP DRAWINGS WILL BE FOR SIZE AND ARRANGEMENT OF PRINCIPAL AND AUXILIARY MEMBERS
AND STRENGTH OF CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS SHOWN ON
THE SHOP DRAWINGS.
7. ALL NEW STEEL TO RECEIVE ONE (1) COAT OF SHOP PRIMER. ALL WELDED OR ABRADED AREAS SHALL BE TOUCHED
UP IN THE FIELD WITH RED OXIDE STRUCTURAL STEEL PRIMER AND ZINC RICH PAINT IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. USE PAINTING METHODS WHICH WILL RESULT IN FULL COVERAGE OF JOINTS.
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Digitally Digitally signed b
Scott
Scott Orlowski
Orlowski Date: 2022.05.27
13:40:08-04'00'
REMUS-
4
GARAGE FOUNDATION LAYOUT &
TOP OF WALL ELEVATIONS
05/27/2022
3
MODIFIED STEEL BEAM AND
TOP OF BASEMENT WALL
04/21/2022
ISSUED FOR CONSTRUCTION
12/16/2021
1
ADDED ROUGH CONTOURS
FOR EXCAVATION
11/30/2021
ISSUED FOR PERMITTING
11/29/2021
RISM FOR -
CONSTRUCTION
RATE. DEC. 16, 2021
SCALE. AS NOTED
DINAME BY- SRO
DEN&HED Q'fo SRO
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PLAN &
NOTES
DG31�'J ma HLJ(IUIQF3;
ST2
PAGE HUMBErk
2 OF 3
JOB HUMBER:
20-061 b
EXISTING FRAMING NOT SHOWN FOR CLARITY \
EXISTING 2x8 SILL
NEW (2) 2x8 SILL PLATES
6" TIMBERLOK SCREWS @ 12" O.C.
STAGGERED IN AND OUTSIDE
(2) #5 REBAR TOP & BOTTOM —
ANCHOR ROD (SEE NOTES) —
PROPOSED CONCRETE WALL —
SEE PLAN A/ST1 FOR WIDTH
FOUNDATION WALL
REINFORCING (SEE SCHEDULE)
ASPHALT EXPANSION JOINT
2x4 KEYWAY -
DRILL OUT EXISTING SILL TO ALLOW
NUT. DO NOT COUNTER SINK ANCHOR
BOLT INTO THE NEW SILL PLATES.
• 8" MIN.
II
\DO NOT BACKFILL THE
FOUNDATION UNTIL THE SLAB IS
/\ \ CURED AND HOUSE IS ATTACHED.
4 4' (MINIMUM) FROST COVER
TO BOTTOM OF FOOTING
OR FLOWABLE FILL
8" WALL REINFORCING SCHEDULE
H U REINFORCING
Q 9' <7' NONE REQUIRED
- 9' <9' #5 BAR @ 24" O.C.
10' <7' NONE REQUIRED
10' <9' #5 BAR @ 16" O.C.
a 10' 10' * #5 BAR @ 12" O.C.
* USE THIS REINFORCING FOR
THE GARAGE / MUDROOM &
\ STAIR WALL.
a \/\\� \/ \ (3) #5 REBAR TOP, ONLY
• • \\\\\\\ REQUIRED WHERE "H"<4'-0".
\ \ \ ALSO SEE DETAIL 2/ST3
° a \\ STRIP FOOTING
° a �\ FLOWABLE FILL
a \\\\\\\\\ SEE NOTES
/\/�
SEE PLAN
\ \\\ \\\\\\\\
\\
FOOTING TO BEAR ON FLOWABLE \\
D D FILL OR UNDISTURBED SOIL
(3) #5 REBAR BOTTOM OF FOOTING
1 FOUNDATION WALL DETAIL
ST1 SCALE: N.T.S.
REMOVE FLOWABLE FILL AT A 1:1
SLOPE TO PERMIT STRIP FOOTING
PITCH SLAB 1/8" PER FOOT
PROP. SLAB
(SEE NOTES)
FINAL GRADE
° f-----�---
U
6"± BELOW T.O.S.
z
\i/\\/\\/
p �
•
\ (2) #5 REBAR
TOP & BOTTOM
Q
#4 DOWELS @ 24" O.C.
24
FIELD BEND DOWELS
\
FND. WALL SEE
7
AFTER WALL IS CURED
24
PLAN B/ST2
�D°
SEE DETAIL 1/ST3
FOR ADDITIONAL WALL
REINFORCING
SEE PLAN
2 GARAGE SLAB DETAIL
ST1 SCALE: N.T.S.
°
1D
° D
PREVIOUSLY PLACED
p
°
p
35d TYPICAL
p / °
°
/
FLOWABLE FILL BEYOND
D
°
p
FOOTING TO REMAIN
°p
D
— —p—
— — —
° r — —
°
Q 4
°
O
O
\\\\
°
/
a �.
/\\\
/
° PREVIOUSLY PLACED a
° °
ILL
\/�\ °
p p
Dp
° FLOWABLE FILL
a
°
/
a UNDER FOOTING
g
REINFORCING TO a a a.
op ° D
/ p
a TO REMAIN °tea
z
MATCH HORIZONTAL
WALL FOOTING
°�
a a °
a
p
Q as 4
o
°
g
a
a
D
°
°
5
BEARING TRANSITION DETAIL
UNDISTURBED SOIL
1D MIN.
SCALE: N.T.S.
� p
OPENING IN WALL p
p \ p o AS REQUIRED o
p (] D \\ D
�-----
° p \ n c
p
p p °
°
V D
v p
D /
\ 2'-0" 2
°
p
D p °
/ ,� °
0
° p p
D
FOUNDATION OPENING REINFORCEMENT DETAIL
SCALE: 1" = V-0"
(2) #5 BARS
ABOVE OPENING
2x4 KEYWAY
(3) #5 REBAR TOP,
AT ALL GARAGE DOORS
(3) #5 REBAR BOTTOM
Q
0
N
°
°
3-1/2" LALLY COLUMN TO
BEAR ON HAUNCHED SLAB
TOP OF SLAB
ELEV=VARIES
BOTT. OF FTG.
ELEV=16.50'
°
D
pD
p
°
°
°
p
D
p °
°
D.
p
°
p
°
p
°
D
p
p
11 1 D MIN.
MULTIPLE 2x8 TOP NAILERS (AS RECUIRED)
ATTACHED W/ HEADLOK SCREWS @ 16" O.C.
(STAGGERED) THAT EXTEND INTO JOISTS 2" MIN.
5"x10"x3/4" or 6"x10"x3/4"
STEEL TOP PLATE
3-1/2" O.D. SCHEDULE 40
STEEL COLUMN
5"x10"x3/4" STEEL BASE PLATE
W/ (2) 1/2" 0 EXP. BOLTS TO SLAB
4" CONCRETE SLAB
(SEE NOTES) \
PROPOSED
STEEL BEAM *
SEE PLAN B/ST2
J ,
4" CONCRETE SLAB
(SEE NOTES)
(3) #5 REBAR
BOTTOM OF
FOOTING
EACH WAY
3 PAD FOOTING DETAIL GARAGE
ST1 SCALE: N.T.S.
EXISTING FRAMING NOT SHOWN FOR CLARITY
EXISTING 2x8 SILL
NEW (2) 2x8 SILL PLATES
NOTCHED TO PERMIT BEAM
•
D
4"
°
D
FND. WALL SEE
PLAN B/ST2 p
°
PROPOSED STEEL BEAM
�� SEE PLAN A/ST1
3-1/2"x7"x1/2" STEEL BEARING PLATE
ON A BED OF GROUT
4', #5 REBAR AT TOP OF STEM &
BELOW POCKET CENTERED ON
BEAM. NOT REQUIRED FOR BEAM
POCKETS AT THE END OF A WALL.
SEE DETAIL 1/ST3
FOR ADDITIONAL WALL
REINFORCING
4 BEAM POCKET DETAIL
ST2 SCALE: 1" = 1'-0"
p p p v
35d TYPICAL
°
1> /
/
4'-0" MINIMUM D p o p° /
p p °
BOTTOM OF STRIP FOOTING
p j// p 2 1 (WALL ABOVE NOT
SHOWN FOR CLARITY)
/
°
° Q �
1 D MIN. d=BAR DIAMETER
°
° p / p 2D MINIMUM
D=DEPTH OF FOOTING
D /
2
REINFORCING TO MATCH
HORIZONTAL WALL FOOTING
6 FOOTING STEP DETAIL
ST1 SCALE: N.T.S.
JOISTS ABOVE NOT
SHOWN FOR CLARITY
HEADLOK SCREW W/ OVERSIZED WASHER @ 16" O.C. ALTERNATE
SIDES OF THE BEAM. INSTALL SCREWS IN A MANNER TO HOOK
THE TOP FLANGE OF THE STEEL BEAM. 2" MINIMUM THREAD
EMBEDMENT INTO EXISTING JOIST
PROPOSED
STEEL BEAM * ..
* PROPOSED W10x30 STEEL BEAM
MAY BE ONE CONTINUOUS PIECE
APROXIMATELY 48' LONG
LV-1 FRAMING ABOVE NOT
SECTION SHOWN FOR CLARITY
SEE DETAIL 1/ST3 FOR SILL INFO
D�
D
° D
°
(2) #5 BARS
a
aEACH
DIAGONAL BARS
MINI UCLEAN
CORNER2"
SAND ORCRUSHED
STONE.(2)
#5 BARS
PLAN
PUNDER
y
OPENINGSEE
DFOOTING
TO BEAR ON FLOWABLE5
REBAR
FILL OR UNDISTURBED SOILTOM
OF
TING
EACH WAY
8 PAD FOOTING DETAIL BASEMENT
ST1 SCALE: N.T.S.
FND. WALL
PLAN B/ST
SEE DETAIL 1/S
FOR ADDITIONAL WP
REINFORCII..
NEW 8"x16" CMU BLOCK TO INFILL
THE TOP OF THE FOUNDATION WALL
WHERE THE TEMPORARY BEAMS
INTEREFERE WITH THE CONCRETE WALL
1/2" O, 14" HEADED ANCHOR BOLT
@ 4' O.C. MAX FASTEN TO SILL
PRIOR TO FILLING CORES W/ CONC.
(2) #5 REBAR TOP & BOTTOM
16", #5 VERTICAL REBAR @ 48" O.C.
EMBEDED 12" INTO CONCRETE
�CMUTOP OF WALL DETAIL
OF WALL DETAIL
ST2 SCALE: N.T.S.
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REAL -
Digitally signed
Scott
b
Scott Orlowski
Orlowski Date: 2022.05.27
13:39:38-04'00'
REWWOms-
\STEEL
4
BEAM TOP NAILER
CONNECTION
05/27/2022
3
MODIFIED STEEL BEAM AND
ADDED DETAIL 9
04/21/2022
\
ISSUED FOR CONSTRUCTION
12/16/2021
\
NO CHANGES TO THIS SHEET
11130/2021
\
ISSUED FOR PERMITTING
11/29/2021
MWED FOR -
CONSTRUCTION
BAYS. DEC. 16, 2021
SCALE. AS NOTED
DRaMN Y- SRO
DEMGHED Y- SRO
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BRAMONG VffLE:
DETAILS
Dumma NUMBER:
ST3
PAGE NUMBER:
3 OF 3
JOB NUMBER:
20-061 b