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CONCRETE NOTES (FOUNDATION AND SLABS ON GRADE)
STRUCTURAL GENERAL NOTES
MIXED WITH APPROPRIATE ADDITIVES TO ACHIEVE SUFFICIENT FLOW OF MATERIAL, AND SHALL INCLUDE
1. STRUCTURAL WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS. 1. CONCRETE MATERIALS SHALL BE PLANT M t. •,�
TYPE 1 OR 2 PORTLAND CEMENT, SAND AND GRAVEL AGGREGATES. CONCRETE COMPRESSIVE STRENGTH, (F c) IN 28 DAYS, WHEN TESTED IN
_ r _ r BUILDING CODE I WITH THE LATEST ACI 318 SHALL BE AS FOLLOWS: CONCRETE WORK - 4,000 PSI
A. THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS (IRC 2015) WITH 780 CMR 51.00. MASSACHUSETTS STATE BU ., ACCORDANCE
RESIDENTIAL VOLUME AMENDMENTS.
NINTH EDITION,
2. THE MAXIMUM AGGREGATE SIZE SHALL BE ��" COURSE. COASTL
B. ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. (ACI 318 05)XT EXTERIOR EXPOSED CONCRETE SHALL BE AIR ENTRAINED TO 5% + - eng, inerin Co.
3. THE MAXIMUM CONCRETE SLUMP AT TIME OF FINAL DEPOSIT SHALL BE 4 . E E ( /
C. THE TIMBER CONSTRUCTION MANUAL, 4TH EDITION," AMERICAN FOREST & PAPER ASSOCIATION. 1 %), PER ACL 260 Cranberry Hwy. Orleans, MA 02553
508255.65U P 508.255.6700 F
I TRANSPORTING PLACING AND CURING OF CONCRETE SHALL BE DONE AT FINAL TIME OF FINAL DEPOSIT IN ACCORDANCE WITH THE
D. THE NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION, LATEST EDITION. 4. MIXING, ,
OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS RECOMMENDATIONS TOS AND GUIDELINES.l
A
ABSENCE OF
F
r
- MASSACHUSETTS STATE RESIDENTIAL BUILDING CODE AND APPLICABLE PRODUCT AND DESIGN STANDARDS A
2. CONSTRUCTION IS TO CONFORM TO THE A
T WHERE NOTED. RUSTED BARS WILL BE
FORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEP E
SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. 5. REINFORCING STEEL SHALL BE NEW DE �
I IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. I
' I
3. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE
DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 6. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT CRSI
SPECIFICATIONS, LATEST EDITIONS.
4. OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT BE SHOWN ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY SIZE
AND LOCATION OF
OPENINGS. ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. 7. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE
FOLLOWING MINIMUM CONCRETE COVER: I
5. NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. FORMED SIDES OF SLABS, WALLS, AND FOOTINGS: 2"
SLABS" 2" BELOW TOP SURFACE AND ABOVE BOTTOM SURFACE
6. DESIGN VERTICAL LIVE LOADS: CAST AGAINST EARTH 31,
ROOF:
- GROUND SNOW LOAD: 25 P5F 8. REINFORCING BARS MAY NOT BE WELDED.
FIRST FLOOR: 9. REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACL. UNDER NO CIRCUMSTANCES SHALL ;
GARAGE: 50 PSF DISTRIBUTED LOAD HEAT BE APPL[ED TO THE BARS TO OBTAIN BENDS.
-GARAGE: 3,000 POINT LOAD
I Y
i 10. FORMS SHALL BE OILED PRIOR TO THEIR ERECTION. PETROLEUM BASED FORM OILS SHALL NOT BE USED IN ORDER TO AVOID AN MATERIAL
7: DESIGN LATERAL LOADS. i COMPATiBIUTY PROBLEMS WITH WATERPROOFING SYSTEMS ON CONCRETE SURFACES. REINFORCING BARS WHICH ARE COATED WITH FORM OIL OR ANY I
WIND LOAD: OTHER BOND BREAKING MATERIAL WILL BE REJECTED AND WILL REQUIRE REPLACEMENT AT NO ADDITIONAL COST TO THE OWNER.
- ZONE - 3: EXPOSURE - B
-WIND SPEED (ULTIMATE): 139 MPH 11. ADD [TION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED. SUCH CONCRETE SHALL BE IMMEDIATELY REJECTED, AND SHALL BE O
REPLACED WITH NEW CONFORMING PRODUCT AT NO ADDITIONAL COST.
i
B. THE FOLLOWING ASSUMED SOIL FOUNDATION PROPERTIES HAVE BEEN USED FOR THE I � ;
- UNIT WEIGHT OF SOIL: 120 PCFSOIL BEARING CAPACITY: 1.0 TONS/SF12. CONCRETE SHALL BE READ[ -MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116.
II
- ULTIMATE FRICTION FACTOR: 0.45 13. CHAIR BARS AND WIRE TYING FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL MUST BE PROVIDED. IN NO CASE SHALL BRICK, ! I
- MINIMUM SUBGRADE MODULUS: 250 PCF BLOCK, WOOD, OR OTHER NON -CONFORMING REINFORCING STEEL SUPPORTS BE USED. MAXIMUM SPACING OF MESH SUPPORT CHAIRS SHALL BE 18 N
IN EACH DIRECTION. CHAIRS, BAR SUPPORTS AND TIE WIRE SHALL BE NON -CORROSIVE PRODUCTS, HOT DIP GALVANIZED, STAINLESS STEEL, PLASTIC
COATED -TIP, OR OTHER CONFORMING MATERIALS.
[
14: CALCIUM CHLORIDE AND SIMILAR SALTS ARE NOT ALLOWED IN OR NEAR CONCRETE MIX.
15. PROVIDE
A VAPOR BARRIER ON TOP OF EXISTING BASEMENT FLOOR. USE STEGO WRAP 15 MIL SHEET VAPOR BARRIER OR EQUIVALENT, UNLESS
NOTED OTHERWISE
I
WOOD FRAMING NOTES i
1. RAM
FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND SUPPLEMENT
"DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 19%.
I
RY SILLS PLATES, ETC. SHALL BE PRESSURE TREATED WITH
2. PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASON ( LA ) , I i
ACQ PRESERVATIVE, OR APPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF W ACCORDANCE WITH AWPA C3. w '
H
3. LUMBER WHICH IS SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE, A I
UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.'
4. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY
A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: - o
DIMENSIONAL LUMBER
SEAL
FOR EXPOSED PRESSURE TREATED MEMBERS*
-FLOOR FRAMING AND BEAMS #2 SOUTHERN YELLOW PINE � ",
FB = 800 PSI, E = 1.4E6 PSI ,<`y,> y
tom. JOt IN cJ
-STUDS #2 SOUTHERN YELLOW PINE
1 C
FC _ ,400 PSI, E = 1.4-E6 PSI
i o. 3' �4
TIMBERS AND POSTS (NOT PILES) #2 SOUTHERN YELLOW PINE
(5X5 AND LARGER) FC = 525 PSI. E = 1.2E6 PSI�r,� ..,
FOR NON -EXPOSED MEMBERS**
-FLOOR JOISTS & BEAMS #2 SPRUCE PINE FIR
FB = 875 PSI, E = 1.4E6 PSI
-STUDS #2 SPRUCE PINE FIR
FC = 1150 PSI, E = 1.4E6 PSI
-TIMBERS AND POSTS #2 SPRUCE PINE FIR
(5X5 & LARGER) FC = 500 PSI, E= 1.OE6 PSI a,
x
ENGINEERED LUMBER**
-FLOOR JOISTS (LVL)
_
I,
I FB - 2900 PSI, E - - 2.OE6 PSI
-FLOOR BEAMS (GLULAM) FEI 3000 PSI, E = 2.1E6 PSI O
-POSTS (WOLMANIZED PSL) LamL',
FC = 2500 PSI, E = 1.8E6 PSI
-REM .JOISTS, BLOCKING, AND BRIDGING (LSL)
FB = 2600 PSI. E = 1.7E6 PSI
(*DESIGN VALUES ADJUSTED ONLY BY CM)
(**DESIGN VALUES NOT ADJUSTED) W I�
5. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING,
BRIDGING FIRESTOPPING ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL
DESIGN SPECIFICATION, THE TIMBER CONSTRUCTION MANUAL, THE WOOD FRAMED CONSTRUCTION MANUAL, AND ARCHITECTURAL GRAPHICS STANDARD BY RAMSEY w
& SLEEPER.
6. USE DOUBLE TRIMMERS AND HEADERS AT FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED.
7. USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR
BEAMS. REFER TO FRAMING PLAN FOR CONNECTOR TYPES.
TO THE
WEATHER SHALL BE HOT -DIP GALVANIZED. CONNECTORS AND FASTENERS WHICH ARE USED WITH
8. NAILS FASTENERS
AND CONNECTORS EXPOSED w
PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL
9. WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.
10. IN NO CASE SHALL JOISTS, BEAMS, STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIED WITHOUT THE WRITTEN
APPROVAL OF THE STRUCTURAL ENGINEER.
TEMPORARY ]ACKING AND SNORING
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OR SHORING AS REQUIRED TO INSTALL FOUNDATIONS AND FRAMING
SUPPORT ,
S PROVIDE TEMPORARY STRUCTURAL d
THE CONTRACTOR MUST �
1. E
WORK AS SHOWN ON THE DRAWINGS. U
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2. NEW STR00UCTURAL BEAMS AND JOISTS SHALL BE PLACED IN SUCH A MANNER TO TRANSFER ALL EXISTING LOADS TO THE FOUNDATIONS. p a W
r` TEMPORARY JACKING AND SHORING OF THE EXISTING STRUCTURE IS REQUIRED, TO RELIEVE ALL EXISTING APPLIED LOADS UNTIL NEW
- FOUNDATIONS AND CONNECTIONS HAVE BEEN COMPLETELY PLACED AND SECURED. JACKS MAY NOT BE RELIEVED, NOR SHORES REMOVED,
UNTIL ALL NEW CONSTRUCTION WORK IS COMPLETE, THEREBY TRANSFERRING APPLIED LOADS TO NEW STRUCTURAL ELEMENTS.
aSCALE
3. FOR PURPOSES ' OF TEMPORARY SUPPORT OF SHORING SYSTEMS PLACED UPON EXISTING GRADE AND SOILS, A MAXIMUM SOIL BEARING ___ _ AS NOTED
N CAPACITY OF 500PSF SHALL BE ASSUMED. DESIGN BY
NTB
TOWN OF Y;k i1 r)f IIT DATE
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REVIEWED FOR BIY C;NO AN � , i k ..
05/24/2019
D �CM1I.1w CODE COMPLI- DRAWN BY
ANCE. ERROR. 0A 0,",, IISSIONS DO NOT RELIEVE THE AEM
APPLICANT FROM THE RESTBUILT*-------_____- _
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ONSIBILITY OF AS
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ABBREVIATIONS:
ate `��rsY[�'��``
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F.H.
-
F.H. FULL HEIGHT �..: r r .
E.N. - EDGE NAILING W/ 8d COMMON NAILS S•2Q� /Q
AT 6" Q.C. U.N.O.
R.R. - ROOF RAFTER
F.J. - FLOOR JOIST
C.J. - CEILING JOIST Q
D.J. - DECK JOIST
E.W. - EACH WAY
HDR - HEADER
U.N.O. - UNLESS NOTED OTHERWISE
T.O. - TOP OF O
CONT. CONTINUOUS
CANT. - CANTILEVERED
BM BEAM
F.F. -FLUSHED FRAMED p
E.E. - EACH END
P.T. - PRESSURE TREATED WOOD 04
S.S. - STAINLESS STEEL d
MDG - HOT -DIPPED GALVANIZED STEEL
O
GRACING SCHEDULE
"X -BRACE"
(2) 3x6 P.T. W/ %"0 HDG THRU BOLT -
"K -BRACE"
3x6 P.T. W/ 9/8"4 HDG THRU BOLT
NOTE:
FTI= TOP CONNECTION ®=BOTTOM CONNECTION
AIED EQUNG SCHEDULE
MARK
DESCRIPTION
REINFORCEMENT
F1
3'-0"0'-0"x1'-0"
(3) #5 BAR E.W.
CONC. FOOTING
3' -0"x4' -0"x1'-0"
(3) #5 BAR SHORT
F2
CONC. FOOTING
(4) #5 BAR LONG
F3
4'-O"x4'-0"x1'-0"
(4) #5 BAR E.W.
CONC. FOOTING
NOTE:
1) PROVIDE 2" CLR FROM EDGES & 3" CLR FROM BASE
2) EMBED COLUMN BASES IN FOOTINGS DURING POUR
1,4 F..
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SCALE
_ AS NOTED
DESIGN BY ----- - —
- ----- NTB
DATE
05/24/2019
DRA WN BY
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XISTING BALLOON -FRAMED
STUD WALL
- XISTING SILL BEAM
2x8 P.T. POUR STOP
ASPHALTIC BOND BREAKER
ITCHED CONIC. TOPPING
SLAB PER PLAN
B �
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_
i. " P.T. SHEATHING
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LSL BRIDGING 0
25'-1" (V.LF.) �`` i SUPPORT LOCATIONS
VL FLOOR FRAMING
PER PLAN
i ULAM DROP
BEAM PER PLAN
EPLACE SILL BEAM f _ t
AT GARAGE DOOR \`' IMPSON POST
PER TYPICAL DETAIL CAP PER PLAN
CT OLMANIZED COLUMN
Y4x5Y4 WOLMANIZED COLUMN 2x12 SOLID BLK'G ACROSS 2 BAYS PER PLAN
i S-201 W/ SIMPSON CCO66SDS 2.5 36" O.C.BETWEEN JOISTS) 2x12 P.T. CONT. LEDGER
Nl/ Y2
HDG. POST CAP (TYP.) "A A.B. ®32" O.C.
XISTING
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PER PLAN
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TYPICAL EDGE CONDITION B
SCALE: 3/4"=1'-0" —200
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W/ 2x P.T. SHIMS. SET IN PL
MORTAR BED
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DESCRIPTION
P.T. PLYWOOD FLOOR SHEATHING
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FASTENED W/ #10x 2l2" WOOD
® 36" O.C. (BETWEEN JOISTS)
SCREWS 0 6" O.C. ON EDGES & 12"
1
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CONC. SLAB PITCHED TOWARDS O.H.
DOOR 0 }&" PER FOOT. PROVIDE W.P.
MEMBRANE BETWEEN PLYWOOD &
CONC. REINFORCE SLAB Wj W6x6
W2.1xW2.1 WWF
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SCALE: 3/4" =1'-0"
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SYMBQL�j ABBREVIATIONS:
- — SHEAR WALL
L
FRAMING HANGER
ABBREVIATIONS:
F.H. - FULL HEIGHT
E.N. - EDGE NAILING W/ 8d COMMON NAILS
AT 6" O.C. U.N.O.
R.R. - ROOF RAFTER
F.J. FLOOR JOIST
C.J. - CEILING JOIST
D.J. - DECK JOIST
E.W. - EACH WAY
HDR - HEADER
U.N.O. - UNLESS NOTED OTHERWISE
(T.O. - TOP OF
CONT. - CONTINUOUS
CANT. CANTILEVERED
BM - BEAM
F.F. - FLUSHED FRAMED
E.E. - EACH END
P.T. - PRESSURE TREATED WOOD
S.S. - STAINLESS STEEL
HDG - HOT -DIPPED GALVANIZED STEEL
EWOR DIAPHRAGM SCHEDULE
MARK
DESCRIPTION
P.T. PLYWOOD FLOOR SHEATHING
FASTENED W/ #10x 2l2" WOOD
SCREWS 0 6" O.C. ON EDGES & 12"
1
IN FIELD. TOP W/ 6" (MAX) THICK
CONC. SLAB PITCHED TOWARDS O.H.
DOOR 0 }&" PER FOOT. PROVIDE W.P.
MEMBRANE BETWEEN PLYWOOD &
CONC. REINFORCE SLAB Wj W6x6
W2.1xW2.1 WWF
-
I
- —�
2
l
C
H. DOOR v
TOTAL THICKNESS
OF CONC. SLAB
AT CORNERS
2x12 SOLID BLK'G ACROSS 2 BAYS CANTILEVER JOIST ENDS (TYP)
C 36" O.C. (BETWEEN JOISTS)
'M`�I
GARAGE FLOOR FRAMING PLAN
rV
3 3"_
•, d C ITCH CONC. SLAB
SCALE: 3/8^=1 p
4 . 4 a NEEDED TO MATCH
c THRESHOLD
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aw SCALE
PLAN NOTES:
�` � � � a EL oNTRACrION _ AS NOTED
1.1 �y G d
1. VERIFY DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO JOINTS DESIGN BY NTB
COMMENCING WORK
DATE
2. IF EXISTING CONDITIONS DO NOT MATCH WHAT IS SHOWN, 05/24/2019
THE CONTRACTOR SHALL NOTIFY THE ENGINEER a a DRAWN BY --- _-_-------___---
3. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY JACKING- ----- - AEM
AND SHORING (SEE GENERAL NOTES S-100)CIiECKED BY
JAB
4. PROPRIETARY MECHANICAL FASTENERS SPECIFIED MAY
NOT BE SUBSTITUTED WITHOUT PRIOR APPROVAL FROM I
ENGINEER
FRAMING DEMOLITION NOTES
0 1N
1. DEMOLISH EXISTING GARAGE FLOOR FRAMING AND
SHEATHING WHILE KEEPING EXISTING SILL BEAMS INTACT, mm
EXCEPT WHERE DETERIORATED AND REQUIRES s 2
REPLACEMENT AS NOTED. cg
CONCRETE SLAB PLAN
2. SEE "TEMPORARY JACKING AND SHORING NOTES" ON
S-100 FOR TEMPORARY BRACING REQUIREMENTS OF SCALE: N.T.S.
FOUNDATION WALLS.
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3 3"_
•, d C ITCH CONC. SLAB
SCALE: 3/8^=1 p
4 . 4 a NEEDED TO MATCH
c THRESHOLD
04 w
I o ` am -,co
aw SCALE
PLAN NOTES:
�` � � � a EL oNTRACrION _ AS NOTED
1.1 �y G d
1. VERIFY DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO JOINTS DESIGN BY NTB
COMMENCING WORK
DATE
2. IF EXISTING CONDITIONS DO NOT MATCH WHAT IS SHOWN, 05/24/2019
THE CONTRACTOR SHALL NOTIFY THE ENGINEER a a DRAWN BY --- _-_-------___---
3. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY JACKING- ----- - AEM
AND SHORING (SEE GENERAL NOTES S-100)CIiECKED BY
JAB
4. PROPRIETARY MECHANICAL FASTENERS SPECIFIED MAY
NOT BE SUBSTITUTED WITHOUT PRIOR APPROVAL FROM I
ENGINEER
FRAMING DEMOLITION NOTES
0 1N
1. DEMOLISH EXISTING GARAGE FLOOR FRAMING AND
SHEATHING WHILE KEEPING EXISTING SILL BEAMS INTACT, mm
EXCEPT WHERE DETERIORATED AND REQUIRES s 2
REPLACEMENT AS NOTED. cg
CONCRETE SLAB PLAN
2. SEE "TEMPORARY JACKING AND SHORING NOTES" ON
S-100 FOR TEMPORARY BRACING REQUIREMENTS OF SCALE: N.T.S.
FOUNDATION WALLS.
w a OF a SHEETS
� .PROJECT: NO.
C19244.001