HomeMy WebLinkAboutTCAP70-20200811-3-8-14-20 7-digitalseal-8-14-20Notes:
1) Wall Rebar 518" "#5" 60 KSI unless specified
2) Concrete 4,000 PSI "pump inix" 3/4 Aggregate
3) ,-x.xx} elevation below finished floor.
S
Sloping 1 _ Sloping
0.00' � t�.0a°
,0.00�� Gara-C ; .�xO"; Garage
-- Floor -------- Floor
----- ---- ----- -------------------------------------
--- (,.un"; - ---- lr,.o(r", ---------------------------------------
-_-_ -_--_-_-_- -_-_-_-_-_-_--_-_ o -_--_-_-_-_-_ _- _-_-_---_ _--_-_-_-_--_-_-_
- - - - - - - -- - - - - - - - - - - - - - - -- - -- - - - - - - - -
--------- ----------
----- - ----- -
A2 2 ---------- --------- I --------- ----------
N
14EEEEEE ----
Garage / Lanai & Equipment pads -48.00", _ _ _ _ _ _ _ _ _ l
_ - 48.00 - - - - - - - ------ - - - -----------
12"CMU 2 courses =_-__ _____-_ ----
-CD
' - - A5
A3 A4
Garage
2'-6" Lower level living Lanai / Deck South Wall
South Wall South Wall 12" CMU 7 courses
12" CMU 5 courses 8" CMU 4 courses Pour cells to the top of the 4th course
Al Pour cells to the top of the 5th course #5 Veit Rebar C& 16" O.C. Coat back site with water proofing
Coat back site with water proofing in filled cells - 24" dowels into Back fill and compact.
Lower level l t- Back fill and compact. footing & slab on grade 8" CMU Square 8th course "garage slab rest"
12" CMU bottomm 8" CMU Ledger top course Provide Temporary CMU 12" CMU 9th top course
8" CMU ledger top Pour cell same time as slab Wall Bracing when Backfilling Pour 8th & 9th same time as slab
Pour CMU cells same time as slab #5 Vert. rebar g 24" O.C. in filled cells until Top Slab is poured #5 Vert. rebar g 24" O.C. in filled cells - 24"
- 24" long dowels into footing & slab on grade dowels into footing & slab on grade
Provide Temporary CMU Wall Bracing when Provide Temporary CMU Wall Bracing when
Backfilling until Top Slab is poured Backfilling until Top Slab is poured
6/12
A6
I st floor to garage
tooter
A7
6" Thick with
#�'s at 12" O.C.
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.
This item has been electronically
signed and sealed by Robert F.
(deck, Ph.D.,PE using a Digital
Signature and date. Printed
copies of this document are not
considered signed and sealed
and the signature must be
verified on any electronic copies.
• • •
Igi ally signed
2- #5 Right-angle standard
dowels - 24" X 24" extended into
slab on grade and into CMU column Rober e
-2-#5 Vert. Rebar in 16" CMU column 0.0°"
0.00 dowel into footing
--------
--------
15-50 Garage
___________- ______ __________ _________Dat
zu oo"
----- - - - - ----- - - - ----------------------
4,_�„ ____________ _________-__________ _________-04 1 1
A9--- = 4ti(ul" -----------_--------__--- 10095 •
A1-48.00': ------
Incrior Column _ •
Inerior Column Main Lower Floor to Garage -
Main Lower Floor 12" CMU (square) - -- - - -
12" CMU (square) 545 Vert. Fotting Dowels - 4,_6„ 2 -61 ------ /1�
l 5
5-#5 Veit. Fotting Dowels - Lap splice to CMU Column Al
All Lap splice to CMU Column Vert. rcbars - See Foundation Lower level living t AC Pad
Vert. rebars - See Foundation plan for footing sizes & reinforcing AlO
8" CMUwith #5 Vert. rebar South Wall
plan for footing sizes & reinforcing (a,)16" O.C. in f lled cells 12" CMU 5 courses
Exterior Column - 24" dowels into slab on
Pour cells to the top of the 5th course
on Stem / Retaining Wall grade: 8" dowel into footing. Coat back site with water proofing
16" CMU (square) 8 courses Rebar connected to Back fill and compact.
Pour cells to the top of the 8th course top concrete deck 8" CMU Ledger top course
Coat back site with water proofing Coat back site with water proofing Pour cell same time as slab
Back fill and compact. Back ell and Temporary act. Wall 45� Vert. rebar @ 24" O.C. in filled cells
Provide Temporary CMU Wall 24 long dowels into footing & slab on grade
Bracing when Backfilling until. Bracing when Backfilling until Provide Temporary CMU Wall gracing when
Top Slab is poured Top Slab is poured ® Backfilling until Top Slab is poured
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