HomeMy WebLinkAbout118.40 - Garage Slabm
4"TO 6" CONCRETE SLAB WITH 6X6 W2.1XW2.1 IN UPPER
3" SCHED 40 PIPE
ON 3' SQUARE X 1'
THICK FOOTING
4" PC. SLAB
ON 20 GA 1'/2" VLI
GROUT
UNDER
BEAM A
REQ'D
SECTION
RIGHT ELEVATION
1
3
v.Mr%
SECTION rf_
144 11=11-0" S 1
1V"
'/2 "0 ANC. BOLTS
6' O.C. P.T. 2X6
SILL. 2 —"5 BARS
CONTINUOUS
SECTION 3
,/211 _ II -0" 51
CORNER REINFORCING DETAIL
CONCRETE NOTES
8" P. C.
WALL W.
2— S TOP
AND BOT
ON 2'X1'
CONT
FOOTING
1. CONCRETE STRENGTH Q 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 TO THE LATEST A.C.I. CODE AND
MANUAL.
4. REINFORCING SHALL CONFORM TO ASTM A6i5—GR60.
5. ALL CONTINUOUS REINFORCING SHALL BE LAPPED
40 DIAMETERS.
6, PROVIDE BAR SUPPORTS, SPACERS 4 ACCESSORIES
RECOMMENDED BY THE A.G.I. DETAILING MANUAL.
1. PROVIDE A MINIMUM OF 6" OF WELL COMPACTED
CLEAN, COARSE SAND AND GRAVEL UNDER ALL
SLABS ON GRADE.
S. WHERE IT IS NECESSARY TO RAISE GRADE BELOW
SLABS, GRANULAR FILL SHALL BE PLACED IN 6"
LIFTS AND COMPACTED TO 9590 DENSITY WITH A
MECHANICAL VIBRATOR.
9. APPLY A SEALER TO UPPER SLAB SURFACE.
STRUCTURAL STEEL NOTES
1. STRUCTURAL STEEL SHALL CONFORM TO ASTM—A512
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 3/41,40 4325.
4. STRUCTURAL STEEL SHALL BE SHOP PAINTED
WITH ZINC RICH CHROMATE (COLD GALV.)
5, AFTER FIELD WELDING, ALL WELDS AND ANY OTHER
DAMAGED AREA SHALL BE TOUCHED UP WITH THIS
SAME PAINT.
STEEL DECK NOTES
1. STEEL DECK SHALL BE 112 VLI 20 GA. GALVANIZED
COMPOSITE DECK BY VULCRAFT, OR APPROVED
EQUAL.
2. INSTALLATION SHALL CONFORM TO MANUFACTURER'S
SPECIFICATIONS. TOUCH UP AFTER WELDING.
GARAGE SLAB
WALLS GARAGE
5-1 CRANBERRY LANE
SO. YARMOUTH, MASS
PI LCTfT rCMCS I t U VENGINEERING COMPAN •"—'� L= 114" — 1=0•
ONSUL?ENCsmFuz
o 4 PLANNERS D O.
1ID/3ID/ID0 81 RED BROOK ROAD
tllArNl^f'P MA e»aae, 6-1
-I1m
PROVIDE
CONT. LINE
OF SUPPORT
'
MID —SPAN
EACH BAYS
UNTIL GONG.
� � REACHES -r59oI �
OF ITS DES" �
STRENGTH
SECTION rf_
144 11=11-0" S 1
1V"
'/2 "0 ANC. BOLTS
6' O.C. P.T. 2X6
SILL. 2 —"5 BARS
CONTINUOUS
SECTION 3
,/211 _ II -0" 51
CORNER REINFORCING DETAIL
CONCRETE NOTES
8" P. C.
WALL W.
2— S TOP
AND BOT
ON 2'X1'
CONT
FOOTING
1. CONCRETE STRENGTH Q 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 TO THE LATEST A.C.I. CODE AND
MANUAL.
4. REINFORCING SHALL CONFORM TO ASTM A6i5—GR60.
5. ALL CONTINUOUS REINFORCING SHALL BE LAPPED
40 DIAMETERS.
6, PROVIDE BAR SUPPORTS, SPACERS 4 ACCESSORIES
RECOMMENDED BY THE A.G.I. DETAILING MANUAL.
1. PROVIDE A MINIMUM OF 6" OF WELL COMPACTED
CLEAN, COARSE SAND AND GRAVEL UNDER ALL
SLABS ON GRADE.
S. WHERE IT IS NECESSARY TO RAISE GRADE BELOW
SLABS, GRANULAR FILL SHALL BE PLACED IN 6"
LIFTS AND COMPACTED TO 9590 DENSITY WITH A
MECHANICAL VIBRATOR.
9. APPLY A SEALER TO UPPER SLAB SURFACE.
STRUCTURAL STEEL NOTES
1. STRUCTURAL STEEL SHALL CONFORM TO ASTM—A512
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 3/41,40 4325.
4. STRUCTURAL STEEL SHALL BE SHOP PAINTED
WITH ZINC RICH CHROMATE (COLD GALV.)
5, AFTER FIELD WELDING, ALL WELDS AND ANY OTHER
DAMAGED AREA SHALL BE TOUCHED UP WITH THIS
SAME PAINT.
STEEL DECK NOTES
1. STEEL DECK SHALL BE 112 VLI 20 GA. GALVANIZED
COMPOSITE DECK BY VULCRAFT, OR APPROVED
EQUAL.
2. INSTALLATION SHALL CONFORM TO MANUFACTURER'S
SPECIFICATIONS. TOUCH UP AFTER WELDING.
GARAGE SLAB
WALLS GARAGE
5-1 CRANBERRY LANE
SO. YARMOUTH, MASS
PI LCTfT rCMCS I t U VENGINEERING COMPAN •"—'� L= 114" — 1=0•
ONSUL?ENCsmFuz
o 4 PLANNERS D O.
1ID/3ID/ID0 81 RED BROOK ROAD
tllArNl^f'P MA e»aae, 6-1
-I1m