HomeMy WebLinkAbout7Notes:
1) Wall Rebar 5/8" "#5" 60 KSI unless specified
2) Concrete 4,000 PSI "pump mix" 3/4 Aggregate
3) i-x.xx} elevation below finished floor.
doping
:garage
"loot
AZ
Garage / Lanai & Equipment pads
12" CMU 2 courses
2'-6"
A I
Lower level living
12" CMU bottom
8" CMU ledger top
Pour CMU cells same time as slab
0.00'-}
Garage
---------{--
_2&00" }
4'-6"
A8
]nerior Column
Main Lower Floor
12" CMU (square)
5-45 Horizontal Footing Dowels -
Lap splice to CMU Column
Vert. rebars - See Foundation
plan for footing sizes & reinforcing
Garage Man Door & Equipment Pad
Exterior Column & Lentel
545 Horizontal Footing Dowels -
Lap splice to CMU Column
Vert. regars - See Foundation
Plan for footing sizes & reinforcing
3 Course 16" CMU (square) w/
Concrete Lintel on top
0
0
Inerior Column
Main Lower Floor to Garage
12" CMU (square)
545 Horizontal Footing Dowels -
Lap splice to CMU Column
Vert. rebars - See Foundation
plan for footing sizes & reinforcing
-48.00"
Lower level living
South Wall
12" CMU 5 courses
Pour cells to the top of the 5th course
Coat back site with water proofing
Back fill and compact.
8" CMU Ledger top course
Pour cell same time as slab
#5 Vert. rebar @ 24" O.C. in filled cells
- 24" long dowels into footing & slab on grade
Provide Temporary CMU Wall Bracing when
Backfilling until Top Slab is poured
00
.■■
-4.00"
I
Lanai / Deck
South Wall
8" CMU 4 courses
#5 Vert Rebar @ 16" O.C.
in filled cells - 24" dowels into
footing & slab on grade
Provide Temporary CMU
Wall Bracing when Backfilling
until Top Slab is poured
2- #5 Right-angle standard
dowels - 24" X 24" extended into
slab on grade and into CMU column
-2-#5 Vert. Rebar in 16" CM U column
dowel into footing
4'_6"
Al0@
Exterior Column
on Stem / Retaining Wall
16" CMU (square) 8 courses
Pour cells to the top of the 8th course
Coat back site with water proofing
Back fill and compact.
Provide Temporary CMU Wall
Bracing when Backfilling until
Top Slab is poured
2'-6"
]Ali o
8" CMU with #5 Vert. rebar
@ 16" O.C. in filled cells
- 24" dowels into slab on
grade: 8" dowel into footing.
Rebar connected to
top concrete deck
Coat back site with water proofing
Back fill and compact.
Provide Temporary CMU Wall
Bracing when Backfilling until
Top Slab is poured
Sloping
Garage
Floor
6/ 12
A6
1 st floor to garage
footer
Garage
South Wall
12" CMU 7 courses
Pour cells to the top of the 4th course
Coat back site with water proofing
Back fill and compact.
8" CMU Square 8th course "garage slab rest"
12" CMU 9th top course
Pour 8th & 9th same time as slab
#5 Vert. rebar @ 24" O.C. in filled cells - 24"
dowels into footing & slab on grade
Provide Temporary CMU Wall Bracing when
Backfilling until Top Slab is poured
A15 o
Lower level living l AC Pad
South Wall
12" CMU 5 courses
Pour cells to the top of the 5th course
Coat back site with water proofing
Back fill and compact.
8" CMU Ledger top course
Pour cell same time as slab
#5 Vert. rebar @ 24" O.C. in filled cells
- 24" long dowels into footing & slab on grade
Provide Temporary CMU Wall Bracing when
Backfilling until Top Slab is poured
N6" Thick with
45's at 12" O.C.
A7 each way
Elevator pit detail
8" CMU ledger top
8" CMU bottom
Pour CMU cells same time as slab
Footing 12" Wide X 10" Thick 4 sides
3- #5's Cont.
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�'�,� This item has been electronically
F.���� ••�" 000 s��� signed and sealed by Robert F.
�"t•''r`,�+CF.N,+�,••, deck, Ph.D.,PE using a Digital
Signature and date. Printed
copies of this document are not
considered signed and sealed
• Ftl�� •,s"�: and the signature must be
'•...,,.•.•' �+� verified on any electronic copies.
5'0NAL ��,�'►�
Digitally signed
by Robert F
Oleck
Date: 2021.05.21
1000 17:36 -041 001
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Page: 7
Scale:
V 1 /2" { 1:24)