HomeMy WebLinkAbout0001 SOUTH STREET - PLANS (4) '1
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—' FOUNDATION'!
� ! 1 . Foundation excavation and construction s,Tall be done "in the dry" and no concrete shall
-„7T_tihi41 , ( be placed in water,
i , 2. Footings shall be carried 6" into undisturbed soil having a ninim9m bearing capacity of
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2 tons P.S.F. }
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L- 4 - L. �- -4 � `M. - - 4 3. in no case shall footings higher than those adjacent be constructed first.
I — - - 4. Sub-base backfill under slabs on ground shall be placed in layers, and each layer shall I
be thoroughly compacted.
5. Provide 6" minimum, clean, well graded, compacted gravel base, topped ith an approved C
vapor barrier, for all slabs placed on ground.
,t : 6. All construction shall be protected from damage or movement due to frost action.
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} b •� CONCRETE
1 . Concrete construction, including reinforcement, shall conform to the latest " .C . . 3
k Building Code.
it 2. Concrete shall have a 23 day ultimate compressive strength of 3,000 P.S .I . and shall
be air entrained.
3. Reinforcing bars shall be new Billet Steel conforming to A.M.M. 615, Grade 60. '
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Welded wire fabric shall conform o . ,.
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y 4. Provide adequate chairs , ties, etc. to hold reinforcement securely in position .
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t' 5. Chairs and accessories which come in contact with form work for 1 exposed surfaces shall be hot dipped, zinc-coated after fabrication. p s
t c�.�. 6. Where shrinkage e or other bars are lapped,,._.�,.,...... �" the lap shall be in accordance with the A.C .I .
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U �` -- - .__� — ��� Z ti`l1� Code but not less than ;6 bar diameters (1 2" min . ) .
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7. Provide dowel bars 48 diameters long in each face of foundation walls at all construction
O ' joints . See Typical Details .
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8. Concrete covering over reinforcing bars shall be as follows:
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Walls 3" where concrete is placed against FormsTYP:C,'\ C0Q)K_ _s` 11 1 I 1
A ` ----•—'-- Earth (�
Slabs & - 3/4 Form;
Ribs 1-1/2" " Earth
9. Construction joints shall be keyed with tapered x 4 keys . Construction joints , '
+ o placing
other than those shown, shall be submitted "o the Architect for review d before laci n
concrete
0 1C. Slab on Ground: No continuous placement shall be over 900 sq .ft . or 40 ft. in any
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"214 Ls,C , / �uti'_. ff?L� 11 . Concrete Wall : No continuous placement in oalls shall exceed +0 ft. between
construction joints .
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ALGER AND GUNN 000 , 1200F`F
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too" _ ��� � , . .t:. -- ?��r JOB NO.
396 MAIN STREET HYANNIS. MASS. 02601 — - c-. . .. .......... I
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'AA' 0 SCALE:, ;; 1...;;I `A: REVISIONS: I E
Lr M DATE: 4,L. Ca. e'�n ?'t� ,�'�` -
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CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND CONDITIONS AT SITE DRAWN BY:
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ARCHITECTS
396 MAIN STREET HYANNIS. MASS. 02601 ,( f� _ JOB NO.
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SCALE: REVISIONS: SHEET
DATE: A.t.,, _
V CONTRACTOR SHALL VERIFY ALL
DRAWN BY: �,' OF
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396 MAIN STREET HYANNIS. MASS. 02601 JOB NO.
SCALE: .�'Jt�., .�..4`, L REVISIONS: SHEET
-> >~, DATE: Alit: ! '>:` aes
I «a -cy, CONTRACTOR SHALL VERIFY ALL
FDIMENSIONS AND CONDITIONS AT SITE DRAWN BY: Cm OF
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