HomeMy WebLinkAbout151 South Street - Foundationim
LOCATION OF 12"4, SON -0 -TUBE -5 AND 4X6
POSTS MAY BE SCALED AND IS
APPROXIMATE. VISIT SITE AND SEE
SITE PLAN BY CIVIL ENGINEER TO
DETERMINE EXACT LOCATIONS.
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CONCRETE
' _ _ FILLED STEEL
HOUSE COLUMN
1 ON 2' -6X2' -6X
12" FOOTING
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141-2 3/4 ] 12-0
A
1-011
40
----------------
131
---- 13' -9 1/4"
" PLYWOOD GLUED 4 NAILED TO WOOD I JOISTS
TOP OF PLYWOOD EL. 11' -0"
34 " PLYWOOD GLUED AND NAILED TO 2X10 6 16"
EL 4 � 2" CONCRETE DUST COVER
ILS -L OVER POLY VAPOR BARRIER
P.T. 2x6 SILL
ON SILL SEAL
1/2 " ANCHOR BOLTS
PER CODE
S" CONCRETE WALL
SEALED WITH MASTIC
ON 2'XI' CONT. FOOTING
GENERAL NOTES
I. THIS FOUNDATION CONFORMS TO THE REQUIREMENTS
OF SECTION 310-15 OF THE COMMONWEALTH OF
MASSACHUSETTS STATE BUILDING CODE."FLOOD-
HAZARD ZONES (A ZONES).
2. FOR ADDITIONAL INFORMATION AND DETAILS, SEE
ARCHITECTURAL PLANS.
"A" IS 8"X16" VENTED OPENING CONCRETE NOTES
LOCATED NO MORE THAN 0"
ABOVE FINISH GRADE. 1. CONCRETE STRENGTH 6 28 DAYS: 3000 PSI.
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
3. ALL CONCRETE WORK AND REINFORCING DETAILS
SHALL CONFORM t0 THE LATEST A.C.I. CODE AND
MANUAL.
4. PROVIDE A MINIMUM OF 6" OF WELL COMPACTED
CLEAN, COARSE SAND AND GRAVEL UNDER ALL
SLABS ON GRADE.
5. WHERE IT IS NECESSARY TO RAISE GRADE BELOW
SLABS, GRANULAR FILL SHALL BE PLACED IN 6"
LIFTS,AND COMPACTED TO S59, DENSITY WITH A
MECHANICAL VIBRATOR
STRUCTURAL STEEL NOTES
I. STRUCTURAL STEEL SHALL CONFORM TO A5TM-A5-12
AND SHALL BE DETAILED IN ACCORDANCE WITH THE
LATEST DETAILING MANUAL OF A.I.S.C. AND AMERICAN
WELDING SOCIETY.
2. ALL FIELD WELDING SHALL BE DONE BY A.W.S.
CERTIFIED WELDERS.
3. BOLTED CONNECTIONS SHALL BE 3/4"7 A325.
4. STRUCTURAL STEEL SHALL BE SHOP PAINTED
WITH ZING RIGH CHROMATE (COLD GALV.)
5. AFTER FIELD WELDING, ALL WELDS AND ANY OTHER
DAMAGED AREA SHALL BE TOUCHED UP WITH THIS
SAME PAINT.
6. PROVIDE 9/16" ROUND HOLES 32" O.G. STAGGERED
FOR SPIKING PIECES,
TIMBER NOTES
1. ALL WOOD CONSTRUCTION SHALL FOLLOW ALL
RECOMMENDED PRACTICES OF THE AMERICAN
TIMBER INSTITUTE.
2. TIMBER SHALL BE SPF #1/2 AND SHALL BE S -DRY OR
KD. LVLS SHALL BE MICROLAMS AND WOOD i JOISTS
SHALL BE 11 -1/8 TJI/PRO 350 BY TRUSS JOIST
3. EXPOSED TIMBER SHALL BE OF A DURABLE SPECIES
%- OR WOLMANIZED SYP "2 OR BETTER AND ALL
CONNECTORS OR EXPOSED NAILS SHALL BE HOT
y DIPPED GALVANIZED OR STAINLESS STEEL.
4. WOOD I JOIST CONSTRUCTION SHALL CONFORM TO
MANUFACTURER'S SUGGESTED DETAILS AND
SPECIFICATIONS.
FOUNDATION PLAN
MAUREEN FORZIATI RESIDENCE
151 SOUTH STREET
SOUTH YARMOUTH, MASS
iDWG.` C,Ty J _ I LUUENGINEERING COMPAN /d' = 1'-0" UN
CONSULTING ENGINEERS t PLANNERS
81 RED BROOK ROAD
NO.
10nai0a WAMOIT MA 02536 S -I
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I
CONCRETE
' _ _ FILLED STEEL
HOUSE COLUMN
1 ON 2' -6X2' -6X
12" FOOTING
I
I
i
J
I
I
i
-------------------- ---------------------J
L------------------ I ------ -----------u
141-2 3/4 ] 12-0
A
1-011
40
----------------
131
---- 13' -9 1/4"
" PLYWOOD GLUED 4 NAILED TO WOOD I JOISTS
TOP OF PLYWOOD EL. 11' -0"
34 " PLYWOOD GLUED AND NAILED TO 2X10 6 16"
EL 4 � 2" CONCRETE DUST COVER
ILS -L OVER POLY VAPOR BARRIER
P.T. 2x6 SILL
ON SILL SEAL
1/2 " ANCHOR BOLTS
PER CODE
S" CONCRETE WALL
SEALED WITH MASTIC
ON 2'XI' CONT. FOOTING
GENERAL NOTES
I. THIS FOUNDATION CONFORMS TO THE REQUIREMENTS
OF SECTION 310-15 OF THE COMMONWEALTH OF
MASSACHUSETTS STATE BUILDING CODE."FLOOD-
HAZARD ZONES (A ZONES).
2. FOR ADDITIONAL INFORMATION AND DETAILS, SEE
ARCHITECTURAL PLANS.
"A" IS 8"X16" VENTED OPENING CONCRETE NOTES
LOCATED NO MORE THAN 0"
ABOVE FINISH GRADE. 1. CONCRETE STRENGTH 6 28 DAYS: 3000 PSI.
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
3. ALL CONCRETE WORK AND REINFORCING DETAILS
SHALL CONFORM t0 THE LATEST A.C.I. CODE AND
MANUAL.
4. PROVIDE A MINIMUM OF 6" OF WELL COMPACTED
CLEAN, COARSE SAND AND GRAVEL UNDER ALL
SLABS ON GRADE.
5. WHERE IT IS NECESSARY TO RAISE GRADE BELOW
SLABS, GRANULAR FILL SHALL BE PLACED IN 6"
LIFTS,AND COMPACTED TO S59, DENSITY WITH A
MECHANICAL VIBRATOR
STRUCTURAL STEEL NOTES
I. STRUCTURAL STEEL SHALL CONFORM TO A5TM-A5-12
AND SHALL BE DETAILED IN ACCORDANCE WITH THE
LATEST DETAILING MANUAL OF A.I.S.C. AND AMERICAN
WELDING SOCIETY.
2. ALL FIELD WELDING SHALL BE DONE BY A.W.S.
CERTIFIED WELDERS.
3. BOLTED CONNECTIONS SHALL BE 3/4"7 A325.
4. STRUCTURAL STEEL SHALL BE SHOP PAINTED
WITH ZING RIGH CHROMATE (COLD GALV.)
5. AFTER FIELD WELDING, ALL WELDS AND ANY OTHER
DAMAGED AREA SHALL BE TOUCHED UP WITH THIS
SAME PAINT.
6. PROVIDE 9/16" ROUND HOLES 32" O.G. STAGGERED
FOR SPIKING PIECES,
TIMBER NOTES
1. ALL WOOD CONSTRUCTION SHALL FOLLOW ALL
RECOMMENDED PRACTICES OF THE AMERICAN
TIMBER INSTITUTE.
2. TIMBER SHALL BE SPF #1/2 AND SHALL BE S -DRY OR
KD. LVLS SHALL BE MICROLAMS AND WOOD i JOISTS
SHALL BE 11 -1/8 TJI/PRO 350 BY TRUSS JOIST
3. EXPOSED TIMBER SHALL BE OF A DURABLE SPECIES
%- OR WOLMANIZED SYP "2 OR BETTER AND ALL
CONNECTORS OR EXPOSED NAILS SHALL BE HOT
y DIPPED GALVANIZED OR STAINLESS STEEL.
4. WOOD I JOIST CONSTRUCTION SHALL CONFORM TO
MANUFACTURER'S SUGGESTED DETAILS AND
SPECIFICATIONS.
FOUNDATION PLAN
MAUREEN FORZIATI RESIDENCE
151 SOUTH STREET
SOUTH YARMOUTH, MASS
iDWG.` C,Ty J _ I LUUENGINEERING COMPAN /d' = 1'-0" UN
CONSULTING ENGINEERS t PLANNERS
81 RED BROOK ROAD
NO.
10nai0a WAMOIT MA 02536 S -I