102 AQUATIC DR - REVISED SLAB PLAN •
Ilk
• ,•
B3- �Z�zLL 100
CIO 4�. Lu
����it
T- -
83 ----- - - - ----- ------- r ----- ----- --- ----- p 7• O: z
�-- B3
L 6°
0 _ I CE E
QE
B2 I ----- ----- --- ---- 62� � I
41-
62 ;
' I � CK
B1 _ K ' 81 O
0 ;R
-
r I a I K j K i try
N I i N 61Ell
•
I CN
Bt r ---- a
CL
CH 0- H
0
I I
A ---- --- --- - --- ----
B1
H 6,—
n
L It ( L ,
B' ! - ---- ----- ----- ' --- -- -- ------ -- --------------
L --- --- cl•
i I ua- I { Bt61
o _ -
-N K I {00
�- - -- -- --- -- -J et M NN
NB1 �-' --- --- - --- - - —_ — - -- --- - L_— --- - ---_—_ ----J - -- ----- - — ----- - \�--/ N P41
OAlA2 A2 A2 B4 - - —- —-—- A2 Q A2 A2 Q Al Al
AlAt A Q Q �3 �{
2'b" 3'8►, C 4'0" 4'b" A4 A4 U A4 A4 A4 A4 A4 U A4 A4 A4 A4 A4 U A4 A4 4'b" 4''AM3A3
3'8" 2'S"
f tl ► „ ► t! , ►f " 4' " 4'S" 4'b" 4'b" 4,511 A t`11 4'6 2►L►1 7 45 4b 416" 45 5 `FV L7 ll 4 REBARS (2) #4 REBARS x 5'0" ® 6" O.C.
#4 REBARS A3 a A3 #
C� 12" O.C. E� 12" O.C. TYP 8 PLACES
14 J15 40 41000000
0000000
0oo0ooa
BUILDING 11 ,2 & 3
P.T. SLAB AREA = 4697.47 sq. ft.
DO NOT USE THIS PLAN TO SET FORMS!
ALL TENDONS OVER 100'-0" TO BE STRESSED ON BOTH ENDS
v�
POST TENSIONING MATERIALS LIST w d
TENDON No. STRUCTURAL JACK TOTAL LIVE END INTERM. DEAD END REQUIRED ELONGATION (INCHES) FORCE (KIPS)MARCOLOR
No. STRANDS LENGTH EXTENSION TENDON ANCHORS ANCHORS ANCHORS -7% NOM. +7% MIN MAX CODE
1 4 30'6" 2'0" 32'6" 4 - 4 2 1/4 2 3/8 2 1/2 28.9 33.0 BLUE O I�
a. 6 44'6" 2'0" 46'6" 6 - 6 3 1/4 3 1/2 3 3/4 GREEN
3 4 49'6" 2'0" 51'6" 4 - 4 3 5/8 3 7/8 4 1/8 RED
4 14 38'10" 2'2" 41'0" 14 - 14 2 7/8 3 3 1/4 YELLOW
o
1 8 114'10" 4'2" 119'0" 16 - 0 8 1/2 9 1/8 9 3/4 ORANGE ;-1„� O 0
2 2 105'10" 4'2" 110'0" 4 - 0 7 3/4 8 3/8 9 WHITE
3 4 22'2" 2'4" 24'6" 4 - 4 1 5/8 1 3/4 1 7/8 GRAY V '�
" ' - 1 4 5 8 5 5 3 8 BROWN
B4 1 63 5 2 1 65 6 1 1 /
�C o
o
9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34
0000000
00000000
41811 A►btl A►6,1 A►S►t AtSf► Att t► A►1►► 316" 161t 41 it A1311 A13t1 '31
1
A►3tt #31' A►3„ 31111
O �t 't `i `t `t 1 `1 1 11 `'F V `t V `t "'F J �'F 't '"F J `i J
C1 C1C1 C2 C2 C3 C3 C3 C3 C2 C2 C1 C1 C1 C5 C5 C5 C5 C5 C5 .--�
�� Lf7 �
0 D2 ---- ---- - --- --`---- - - ► 1} t " , I! 1 tl 411 " 4t 101► �---- --1 ----- -- -- ---- ---- -� ----- ---- --- --^--- -1P13 �O- 44 410 410 410 0 A c4 c4 c4 c4 c4 c4 Dt t l I O II V U
M N p4
Di (c
DI w A a
O ___-- ___-- _ -- - _ w
CA J °`o, I I l I A A U
Ln D1 j i { I I I I Dt O
01 H ,
GI-11
{ I I j M
IIK I ,
O D1
. . LVISION
j rNN i N o�IMM j ! j I I I I Di ►� BP# �"�
0 Dt I O 'er-''Q.th�♦..t..
DATE 44
aN I j i I j i E M SIGNED '
N M D1
O I �
, --
_ Dl
Di
u< t ft:==h- ff I I 1 0
(2) #4 REBARS x 5'0" ® 6 O.C.—/.:= cn -- -
TYP 9 PLACES C _—_ ; CC CE ------------ D4 O
M V
#4 REBARS o B UILDING 4 n #4 REBARS UZ
@ 12" O.C. #4 REBAR ® 12" O.C. E I `r �+
P.T. SLAB AREA = 3135.94 sq. ft. 44 M
q 0 z
E i o O O
DO NOT USE THIS PLAN TO SET FORMS! ---- ----- ---- ---- ---' D4� � u
O
R 100'-0" TO BE STRESSED ON BOTH ENDS
ALL TENDONS OVER w
POST TENSIONING MATERIALS LIST
TENDON TOTAL REQUIRED ELONGATION (INCHES) FORCE (KIPS) E-+
MARK No. STRUCTURAL JACK TENDON LIVE END INTERM. DEAD END COLOR U
STRANDS LENGTH EXTENSION ANCHORS ANCHORS ANCHORS CODE 'Q
No. LENGTH -7% NOM. +7% MIN MAX
A
C1 6 26'6" 2'0" 28'6" 6 - 6 1 7/8 2 2 1/4 28.9 33.0 BLUE
N
C2 4 31'6" 2'0" 33'6" 4 - 4 2 1/4 2 1/2 2 5/$ GREEN
C3 4 28'6" 2'0" 30'6" 4 - 4 2 2 1/4 2 3/8 RED
C4 6 24'7" 2'5" 27'0" 6 - 6 1 3/4 1 7/8 2 YELLOW
SHEET
C5 6 39'0" 2'0" 41'0" 6 - 6 2 7/8 3 3 1/4 ORANGE Vk
D1 7 107'2" 4'4" 111'6" 14 - 0 7 7/8 8 1/2 9 1/8 WHITE
D2 1 26'10" 2'2" 29'0" 1 - 1 1 7/8 2 1/8 2 1/4 GRAY +�
PT- I
D3 1 47'8" 2'4" 50'0" 1 - 1 3 1/2 3 3/4 4 BROWN
t'
Ak OF
D4 3 21'2" 2'4" 23'6" 3 - 3 1 1/2 1 5/8 1 3/4 BLUE GREEN
SEE PT-3 FOB GENEPAL NOTES AND SECTION DETAILSPT-3
z
♦ '• /jj II O
04 111111 c1f)
z•z �•
A '
` ..�
It • •
�ON:?, two �w
O e.� .•U
C4 ®i.� ♦�
j•
w
z
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 � o F2 r ----"— ----- ----- ----- -� r- --"-- --"-- � -—-— —"--- � p
oaoaooaoo
a 0000000000000aoa
O F2
3'1" 4'3" 4'3" 4'3" 4'3" 4'3" 4'3" 4'6" 4'6" 3'6" 4'1" 4' " 4'6" 416" 416" 4'8"
C5 C5 C5 C5 C5 C5 C1 C1 Ct C2 C2 C3 C3 C3 C3 C2 C2 C1 C1 C1 F2 0
03 _ ._-- -- ------ --- ---- --- --- ----- - -—_ n r " t " , „ r tt - - ----- --- - ---- ---- DZ
O = r - r r 44 4'10'f410 410 410 410 r r-
CA
I
- -� �.-
C4 C4 C4 C4 C4 C4/
4
� D1 L w_ { � � I
CA
a�
Li
ON
Fl----- --- IN W
Dl
Dl
_ H a I I a W
Di I ' I I I I I
Dl O F1 I N {
O (��
`l
all � a
I , pt
I H qti
- j
M I I I K I cn c
D1 � , I I j �- --, � H , j �- -, j •� �
F1
j I I I i C i Nxf
--
rn
M
Dl
Di
O -
c� c� c�- RC1
CE ( ; j 11 i i ON Ft { I
cy M of t I t 44
D1A 4p
Iz O
I i L
:71I I , d O
Fl
a -_- _- -_ - - -- ---- --'-- -- -'- M O - , , ,
N Dt I t '-_- - -J pt I I I i44
u <
I H I U N
OL-- ---- -- - ----- ---E - U(/) (2) #4 REBARS x 5'0" @6" O.C. O Ft
c� D4 C _—_ ' TYP 9 PLACES _ i j j I lo '
(-)
Z 4 REBARS o 0 4 REBARS `r
d' CF_ I E 12" O.C. #4 REBAR B UILDING 5 12" O.0Ft
M - D4 i P.T. SLAB AREA = 3135.94 sq. ft. M - --- -- - --- -- - i --- - --- - --- --- -
/� Ft L_ _J L_ _J
-- ---- — -- ----- ---- Et38 32 43 43 Ez 43a E2 - E2 38E1 /216
6E1
_00- D4 DO NOT USE THIS PLAN TO SET FORMS)'! 3181# r ,r r „ r „ , , „ t „
v /216" C
C —" "—" (2) #4 REBARS x TO" @ 6" O.C.
ALL TENDONS OVER 100'-0" TO BE STRESSED ON BOTH ENDS #4 REBARS E3 Va E3 E3 p E3 TYP 6 PLACES
@12" O.C. + ,1 ► 5'0" #4 REBARS
POST TENSIONING MATERIALS LIST @ 12" O.C.
TENDON No. STRUCTURAL JACK TOTAL LIVE END iNTEOR DEAD END REQUIRED ELONGATION (INCHES) FORCE (KIPS) COLOR a a o o a o o a o a as
MNoRK STRANDS LENGTH EXTENSION �E���H ANCHORS ANCHORS ANCHORS _� �, +7% MIN MAX GORE 13 14 15 16 17 18 19 20 21 22 23 24 25 26
C1 6 26'6" 2'011 281611 6 — 6 1 7/8 2 2 1/4 28.9 33.0 BLUE B UILDING 6
C2 4 31'6" 2'0" 33'61' 4 — 4 2 1/4 2 1/2 2 5/8 GREEN O
C3 4 28'6" 2'0" 30'6" 4 — 4 2 2 1/4 2 3/8 RED A
' " " — 4 , 7 8 YELLOW P.T. SLAB AREA = 2272.83 sq. ft. w �,
C4 6 24'7" 2'511 27 0 6 6 1 3/ / 2
C5 6 39 0 2 0 41'0" 6 — 6 2 7/8 3 3 1/4 ORANGE DO NOT USE THIS PLAN TO SET FORMS!
D1 7 107'2" 4'4" 111'6" 14 — 0 7 7/8 8 1/2 9 1/8 WHITE
D2 , 26'10" 2'2" 29'0" , — , 1 7/8 21/8 21/4 GRAY POST TENSIONING MATERIALS LIST
R, " " — 3 4 4 BROWN
D3 1 47'8 2'4 50'0 1 1 3 1/2 3 /
TENDON TOTAL REQUIRED ELONGATION (INCHES) FORCE (KIPS)
No. STRUCTURAL JACK TENDON LIVE END 1NTERM. DEAD END COLOR �y O
D4 3 21'2" 2'4" 23'6" 3 — 3 1 1/2 1 5/8 1 3/4 BLUE GREEN MARK
No 1C STRANDS LENGTH EXTENSION LENGTH ANCHORS ANCHORS ANCHORS _�; NOM. +7% MIN MAX CODE O
O �T�
E1 4 30'6" 2'0" 32'6" 4 — 4 2 1/4 2 3/8 2 1/2 28.9 33.0 BLUE
`.
E2 6 44'6" 2'0" 46'6" 6 — 6 3 1/4 3 1/2 3 3/4 GREEN
11 11 ,1 _ 3 7 4 1RED
E3 4 49'6 2 0 51 6 4 4 3 5/8 /8 /8
F1 8 52'4" 2'2" 54'6" 8 — 8 3 7/8 4 1/8 4 3/8 YELLOW
F2 4 43'4" 2'211 45'6" 4 — 4 3 1/8 3 3/8 3 5/8 7 ORANGE
O
�o
00
`°
I( O U
00#4 REBARS CA O
® 12" O.C.
G1 r - - - - - — - - -, U L�
U
G1 +
g {
G1 ' B
M - - _ - -
REVISION
Gt
U
DATE_/
SIGNED
AMINITY --
P.T. SLAB q
A = 276 s . ft. o
DO NOT USE THIS PLAN TO SET FORMS! Uu
POST TENSIONING' MATERIALS LIST
TENDON TOTAL REQUIRED ELONGATION(INCHES) FORCE (KIPS) 0 z
MARK No. STRUCTURAL JACK TENDON LIVE END INTE M. DEAD END COLOR ? O O
No. STRANDS LENGTH EXTENSION LENGTH ANCHORS ANCHORS ANCHORS -7% NOM. +7% MIN MAX CODE V
G1 4 23'0" 2'0" 25'0" 4 4 1 5/8 1 3/4 1 7/8 28.9 33.0 BLUE
w
w H
H U
Q O
N
OA
A SHEET
CO"
OF
SEE PT-3 FOR GENEJ?AL NOTES AND SECTION DETAILS PT�3
SPECIFICATIONS - SLAB ON GRADE
This plan is to be only for the location below:
AQUATIC TOWNHOMES
ATLANTIC BEACH, FLORIDA
.Z �• 4� qt
A. CONCRETEZM
owe
Al. The concrete mix should yield a minimum compressive strength of 3000 p.s.i. at 28 days. Concrete
design mix shall be in accordance with ACI-318 (latest version). No chlorides shall be allowed. A.B. - BY OTHER -% `
S
g U
A2. Concrete shall have a minimum compressive strength of 2000 p.s.i. at time of stressing. 44
rr/ 04
A3. Concrete Shall be well consolidated especially in in the vicinity of the tendon anchors.
B. MATERIALS; TENDON AND REBAR SLOPE FILL ° SLOPE FILL SLOPE FILL ° d SLOPE FILL °
B1. All conventional reinforcing steel shall meet ASTM-A615 (Grade 60). Reinforcing steel shall be - LIll=III--FILL - _NEE Q0 III=II1=-FILL - III= FILL - FILL
N III III= SEE NOTE C14 III=III= SEE NOTE C14 III=III 111 SEE NATE C14 IIIi�I III I�{-�S€E NOTE C14
detailed and accessories provided in accordance with the latest ACI Manual of Standard Practice for _ _ _ _
Detailing Reinforced Concrete Structures". _ -' -III=III- TIE TO CROSS z I11 -I�1= _ J _ _ - _ OSS
III-III= TIE TO CROSS z -� I�I=(�I TIE TO CR O
z Ill=- z _
_ III=III TENDONS III=III I =III-III TENDONS �- �I�II{ TENDONS A
B2. All Prestressing steel shall consist of seven-wire low relaxation strand conforming to ASTM-A416. III= Y -`{II=_((1= III_ Y =III II`_III= III= - Y `II IlrIll(1) _ I 14
Minimum ultimate tensile strength shall be 270 ksi. Strands shall be coated with a permanent rust - v III �1�III= VAPOR BARRIER v III=- VAPOR BARRIER v I�I-_ VAPOR BARRIER
=i11 N _ III =III N III=III -�- _
preventive lubricant and a Taste sheath of at least 0.040 inches thick. III= m -�I{{III-III= SEE NOTE C2 I((= m =III= (I(_ SEE NOTE C2 (( 1111 N m =III-II{IIL= SEE NOTE C2 IJI� N Q -III= -VAPOR BARRIER
p _III=- III= °D III.= "� SEE NOTE C2
B3. endons and bars shall be securelysupported to prevent both vertical and horizontal movement during =11 III--=111=111 =11 III =III=III =11 III -III=III -` �
PP P g =III- ---IH-- =111= =III
concrete placing. No tendon will be unsupported for more than 42 inches. (2) 4 REBARS TOP & BOTTOM (2) #4 REBARS [�
tendon sheathing is damaged or removed from live end anchor more than 2" it SHALL be repaired. 12 12 W/ 3 STIRRUPS Cdr 24" O.C. 12 12 U �!"
B4. If e n i g P �� O
g MAINTAIN 3 CLEAR
"Duck" tape is not allowed to touch actual strand. Replace sheathing prior to taping. If tendon sheathing is SECTION A SECTION Con
damaged or removed along length of the tendon for approximately 4" or more it should be repaired. SECTION D
Sheathing behind a fixed anchor may be
removed for 12„ to 14„ zP o
B5. The tendon location at the end of the grade beam is to be a "minimum" of 5" from the top of the slab a �.0
A-4
to the CGS of the tendon. coo
136. All tendon anchorages may be moved 12" horizontally or 1-1/2" vertically. Anchors shall not be below W
exterior finish grade.
B7. In leiu of actual test cylinder results, tendons are to be stressed no earlier than 6 days and no later
than 14 days after concrete placement. Contractor to remove all form work prior to stressing of tendons. ~
Y P „ . .
B8. All tendons to be 270k and 1/2 in diameter.
139. Stressing: 1/2" strand stress to 33.0 kips - anchor at 28.9 kips.
•, tom, U
B10. Tendons, pocket formers, plastic chairs, anchors, wedges to be as manufactured by Tech-Con
Systems, Inc., Slidell, LA. or approval equal.
811. Liveend and Deadends may be swapped/reversed as needed, u.n.o. EXTERIOR GARAGE SECTION
B10. Tendons, pocket formers, plastic chairs, anchors, wedges to be furnished by Tech-Con Systems, Inc. BRICK LEDGE WHERE APPLICABLE BEYOND
Slidell, LA. or approval equal. SEE NOTE C3
SEE PLAN FOR 1�
VARIES W/ o
promptly grouted with non shrink cement based grout. SEE PLAN FOR SLOPE /-ACTUAL SPACING 1/2" TENDON 1/2" TENDON
1313. Double live end tendons shall be fully stressed at the inital end. No additional stressing required if proper ACTUAL SPACING SLOPE
elongation has been achieved. _ _ _ _
SLOPE FILL d = `fi `� ° W
C. INSTALLATION FLATWORK BY OTHERS _ _
EEN
111=III= CVAPOR
Frri
THE DESIGN OF THIS FOUNDATION IS BASED o 111-III= FILL 111-=111= - III-III L = 11ON THE GEOTECHNICAL REPORT, III=I{1= X11= SEE NOTE C1 --- o E NOTE C14 � �If= -11� X11= -FILL
-FILL�--- z -_ =III `4 SII- SEE NOTE C14 SEE NOTE C14 ii
PROJECT NO.. 3719-0019III -_
=III Y III III- -VAPOR BARRIER RIERVAPOR BARRIER
PROVIDED BY: ELLIS & ASSOCIATES, INC. _ 111-III VAPOR BARRIER111 SEE NOTE C2 C2 12 18
DATE: OCTOBER 26, 2015 111 ��`' m =11111111-
IIIA=111 SEE NOTE C2 SEE NOTE C2
SITE PREPERATION & DRAINAGE SHALL BE -III III S E CT 10 N C SECTION H
AS PER SOIL REPORT. 12" 12"
C 1. Reinforcement shall have 3" cover in the grade beam bottoms, 2" cover in the beam sides and top, 1 1/2"
cover in the slab top and bottoms, unless noted otherwise.
C2. 1 layer of 6 mil (min) polyethylene vapor barrier shall be placed under all concrete, except beam bottom & exterior face. SECTION E SECTION f c
C3. The contractor shall verify all drops, off-sets, brick ledges, and block outs and Architectural plans and
notify the Engineer of any descrepancies that may exist.
C4. Concrete sizes, excluding slab, may vary by -10%, +20%.
C5. Dead end anchor: Tendon tail at dead end shall have mininum 1" concrete cover.
C6. A minimum of 4" of concrete will be maintained throughout the entire slab. A tolerance of + 3/4" shall not
be exceeded.
C7. Exterior footings will have a minimum of 12" embedment below finished grade.
C8. Contractor to install all floating forms, porch brick ribbon forms, and any brick-ledges greater than 6"
deep before P.T. cable placement. Do not install brick-ledges less than 6" deep prior to tendon installation.
C9. Refer to site preparation as specified in soil report or remove a minimum of 12" of existing soil and all
unstable silt prior to placing an fill. O
P P g Y
C10. Field verify all dimensions, notes, drops, slopes, and recesses with Architectural drawings.
d for ceramic the wood or brick floors maintaining full slab and rade beam depth. HOLDDOWN BY OTHERS P.T. WOOD POST
C 11. Recess as require g g P
C12. Provide adequate supports for all tendons and rebars to maintain proper portion.
XSTAI BY OTHERSq PPC13. Slab chairs to be placed at all intersections. Secure tendons to chairs. CONTRACTOR TO SCAN PRIORC14. All subgrade fill shall be select material, clayey sand or silty sands (SC/SM or AASHTO A-2-4) TO DRILLING INTO SLAB TO Nt � ^n�compacted to 95% Standard Procter density in a maximum of 6 lifts and shall extend AVOID DAMAGING TENDONS RS Y OTHERS RE: ARCH CURB BY REFER TO STRUCTURAL DRAWINGS �•+ 1*4 P
R
5'-0" beyond the perimeter of the foundation in all directions u.n.o. If unavailable BY OTHERS OTHERS FOR HOLD DOWN REQUIREMENTS RNOTIFY ENGINEER
IF FOR RECESSCA
sand (SP /AASHTO A-3) may be used if grade beam shape is maintained. Refer to note C4. SEE NOTE D8. ( NOTIFY ENGINEER IF DEEPER THAN 7-1/4" ) o
C15. Tendons & Anchors may be moved horizontally to avoid conflict with electrical, mechanical or = _ _ _ w
plumbing requirements. '' `� - °
„ „ o o c}placement may vary as much as 12 horizontal and 2 vertical to avoid obstructions.
C16. Slab tendon plat y y =111=III 111=1i1= N =I{I=III III--111- _
C17. Tendons may be horizontally diverted around plumbing piping or other fixed objects up to 8" over a `y =I�1-III III--III= III=III= III- _ - `r
=111=111 111=III= r.- =111=III UI=111= =III=III III=111= 1/2" TENDON
distance of 12 feet to provide a minimum of 3" clearance. =11� =III= -FILL =11� =III= -FILL - -
SEE NOTECl SEE NOTE c14 0 !I� SII- SEE NOTE c14 Ill-III-III =III���ill-111=111=III-111 � �
C18. Maximum of 2.0 feet of fill above natural ground may be placed under the building footprint. Maximum \ o
differential fill shall not exceed 20%. \ VAPOR BARRIER N
VAPOR BARRIER VAPOR BARRIER i�
12L SEE NOTE C2 18 SEE NOTE C2 SEE NOTE C2 36" FOR 3-1/2" RECESS
D. MISCELLANEOUS 60" FOR 5-1/2" TO 7-1/4" RECESS ATO�T
D1. The contractor shall be responsible for coordination of the structural drawings with all other drawings. SECTION J SECTION K (4) #5 REBARS BOTTOM
b prior to tensioning shall not be done without the approval and direction of the 36" B.W. MAINTAIN 3" CLEAR
D2. Loading of the sla p g PP A
design Engineer. SECTION M
D3. Alteration to or deviation from the information shown on this sheet without the written advance
approval from Acadian Structural Solutions, Inc. will void designer's responsibility. SECTION
D4. This plan is for grade beam location and tendon layout only. Refer to Architectural plans for setting
�o
forms.
D5. All runoff water must be carried away from the slab to prevent saturation of the sub-base.
D6. All trees within close proximity shall be removed to prevent the roots from extending under the slab. o0
�o
D7. No field supervision provided under this seal unless otherwise noted. W
D8. Prior to installing any additional hardware attached to the foundation by drilling into the slab. Tendons U
SHALL be located to avoid tendon damage. v
L~� U U
HAL g
D9. This project has been designed in strict complainace with the referenced soil report to meet the
requirements of a shallow foundation system.
D10. This plan is for structural requirements only. Architectural details, surface requirements and compliance N
Q a
with A.D.A. regulations are specifically omitted from this plan. The coordination of, and responsibility
< 9
for such requirements is the responsibility of others.
q P Y RE:ARCHITECTURALS FOR RECESS RE:ARCHITECTURALS FOR RECESS RE:ARCHITECTURALS FOR RECESS ti Cd U Q
D11. These drawings have been checked to insure a reasonable and normally acceptable degree of accuracy. ( NOTIFY ENGINEER IF DEEPER THAN 12" ) ( NOTIFY ENGINEER IF DEEPER THAN 12" ) ( NOTIFY ENGINEER IF DEEPER THAN 12" )
However, the contractor is responsible for verifying all dimensions, details and code requirements of
these plans and specifications prior to the start of work. - - - lei
D12. It is the responsibility of the builder to provide good drainage away from the foundation from the time
forms are set until the construction of the building is complete. Good drainage must be maintained for -
the duration of the building. CONTRACTOR i r CONTRACTOR - _
N CONTRACTOR
TO SLOPE FILL TWAC
TO SLQPE FILL _ TO SLOPE FILL o
D13. Seal is lot specific and for structural design only. Drawing and design valid for one (1) year after latest -=III=III 111 -�I�I=111 III=III =III=11) III=III N
date in title block. =111=III=III -FILL =III=111=III III=111-FILL =III=11{=III 111=III-FILL
II� SEE NOTE C14 II�((I= SII SEE NOTE C14 III=((I- �I{ SEENOTEC14
E. 1NSPECTIQNS & OBSERVATIONS 36" FOR 3-1/2" RECESS 18' OR BARRIER 36" FOR 3-1/2" RECESS 12'' VAPOR BARRIER 36" FOR 3-1/2" RECESS VAPOR BARRIER REVIS10
Ei. Prior to concrete placement an inspection/observation is required by a qualified third party. All descrepencies 60" FOR 5-1/2" RECESS SEE NOTE C2 60" FOR 5-1/2" RECESS SEE NOTE C2 60" FOR 5-1/2" RECESS SEE NOTE C2 BP# (.-� 3
IF
noted during inspections SHALL be corrected prior to concrete placement.
E2. Qualified third arty shall have a minimum PTI Level 2 certification or a licensed professional engineer with ON N SECTION P °ATEP SECT
experience in post tensioning. 12"
SIGNED
E3. During the stressing operation continuous observation shall be provide by a third party. 0
E4. Tendon reference mark shall be provided and placed on tendon by tendon stressing company. SECTUON P
E5. The offset of the reference marking device shall be noted and included in all stressing logs by the observing party.
E6. Tendon elongations that do not achieve the minimum value shall be promptly reported to the post tension designer U
for resolution.
E7. Governing Documents: Construction and Maintenance Manual For Post-Tensioned Slab-on-Ground Foundations EXTERIOR 01ARAGE SECTION
(Latest Edition) Post Tension Institute BEYOND Z >•!
38800 Country Club Drive Q
Farmington Hills, MI 48331
(248) 848-3180 SLOPE ►--�
www.post-tensioning.org = >
°
THIS PLAN IS FOR STRUCTURAL REQUIREMENTS ONLY.ARCHITECTURAL DETAILS, FLATWORK BY OTHERS _ 4-''
SURFACE REQUIREMENTS,AND COMPLIANCE WITH A.D.A. REGULATIONS ARE _- - III III I��FILL
SPECIFICALLY OMITTED FROM THIS PLAN.THE COORDINATION OF,AND RESPON- III=III- - III-III
10
SIBILITY FOR SUCH REQUIREMENTS IS THE RESPONSIBILITY OF OTHERS. =III= o ��- SII= SEE NOTE C14
THIS FOUNDATION DESIGN IS BASED ON THE SUBMITTED DRAWINGS BY: VAPOR BARRIER
ENGINEER: DAVIS & CHURCH STRUCTURAL ENGINEERS SEE NOTE C2
0
DATE: JULY 22, 2016 A
REVISION: N/A
(2) #4 REBARS TOP & BOTTOM N
CONTRACTOR SHALL REVIEW THESE DRAWINGS AND DIMENSIONS CONFIRMING THAT 12" SUPPORT AT 42" O.C. MAX
THEY MATCH ARCHITECTURAL DRAWINGS PRIOR TO PLACING ORDER FOR TENDONS. TIE REBARS TO CROSS TENDONS
THESE DRAWINGS HAVE BEEN CHECKED TO INSURE A REASONABLE
SECTION
SHEET
AND NORMALLY ACCEPTABLE DEGREE OF ACCURACY.HOWEVER,THE S
OA
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS,
DETAILS AND CODE REQUIREMENTS OF THESE PLANS AND
SPECIFICATIONS PRIOR TO THE START OF WORK.
" NOTE: C10,A1 PT�3
B
IT IS THE RESPONSIBILITY OF THE UILDER TO
O
PROVIDE GOOD DRAINAGE AWAY FROM THE
FOUNDATION FROM THE TIME FORMS ARE SET
UNTIL THE CONSTRUCTION OF THE BUILDING IS
COMPLETE.GOOD DRAINAGE MUST BE MAINTAINED PT-3
FOR THE DURATION OF THE BUILDING.
5.2k/FT 5.2k/FI"
QIR OF rrrrtrrr►����
�i Cr
U. A& I_ o
r - - - - - - - - - - - - - - - -- - -• - - - - r .
r - - - - - - - - - - - - - - - - - - - - - - �
E
E I � � 'r•��lNtl
- - -- - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - E
i` �' I � E �
�Wr
I I K
1 K K I I QC-S
K < ' > I
I I K I <�' �'
I I I I I N IN -�
1
II r - - - - - -, 1 N N
J
U) - - - - - - - i H i - - - - - - -
r r I cn ,
I I I I I
L CO
IL-- _ v H , _ , L , , H J A
H r H 1 A 1
' I '- I I -- I I __J I 1�1► '� '``�
I I 1 + �
' �- G - - - - - - - -I �- G - - - - - - - -1
- - -C -
I
UIL
I N
' N K ' K - \- `71
�I— —
< < - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - < < <- - - - - - - - - - -� I- - - - - - - - - - - -a
U
C v v C (2) #4 KEBABS x 5'0" 6" O.C. < - <
TYP 8 PLACES <
0 4 c C + C (2) 14 REBARS x 5'0" 0 6" O.C.
#4 REBARS BUILDING 2 �c # - - - -
0 12 ,O.C. 0 12 O.C. — TYP 6 PLACES
P.T. SLAB AREA = 4697.47 s REBARSABs o o REBARS
q ft. 0 1 z" O.C. ® 1 z" O.C.
DO NOT USE THIS PLAN TO SE 7 FORMS!
B UILDING 6 ,
P.T. SLAB AREA = 2272.83 sq. ft.
ALL TENDONS OVER 100'-0" TO BE STRESS D ON BOTH ENDS VERIFY SECTION CUT DIRECTION
ON BUILDING PLANS TYP DO NOT USE THIS PLAN TO SET FORMS!
5.2k/FT
w ti
- - -
N
L .j
IL #4 REBARS
01z" o.C.
H + - - -
1
1
APPROVED 0 Al"DVEDAS NOTED
A H NO RESUBMITTAL R"RED B �t
H I NOT REVIEWED 0 REVISE&RESUBMIT 0 ( ~I 1 I 1 1 I
' I N K + I ' I APPROVED AS NOTED.RESUBW CORRECTED g
I i 1 N 1 1 N 0)'
COPIES FOR ENGINEERS RECORD ONLY. Z
AL
i
THIS RENEW IS ONLY FOR GENERAL CONFORMANCE WITH
N �Cy
THE DESIGN CONCEPT AND THE INFORMATION GIVEN IN
THE CONTRACT DOCUMENTS.CORRECTIONS OR COMMENTS
MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO v w
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE
_ AMENITY
1
SPECIFICATIONS APPLICABLE LAWS, AND
REGULATIONS.REVIEW OF A SPECIFIC ITEM SHALL NOT
< L — - — - — - — - — - _ — _ — _ _ _ _. _ — J < I INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS — !^
P.T. SLAB AREA 2'76 sq. ft. I�+�V 1 5 2016
(2) J4 KEBABS x 5'0" 6" D.C. ' 1 1 + E _ — _ — — _ J A COMPONENT.THE CONTRACTOR IS RESPONS113LE FOR:
,� _
9 PLACE C C DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE 00
TYP t w
f o0
- - JOB SITE;INFORMATION THAT PERTAINS SOLELY TO THE DO NOT USE THIS PLAN TO SET FORMS.
z FABRICATION PROCESSES OR TO THE MEANS,METHODS,
#4 REBARS o B UILDING 4 0 #4 REBARS ,
3 TECHNIQUES, SEQUENCES AND PROCEDURES OF
0 12" O.C. 0 12" O.C. N CONSTRUCTION:COORDINATION OF THE WORK WITH �� x
P.T. SLAB AREA — 3135.94 sq. ft. E E '� THAT OF ALL OTHER TRADES AND PERFORMING ALL oo U
WORK IN A SAFE AND SATISFACTORY MANNER. cV Q
S CHURCH,LLC FORMS! — — — — — — J DAVIS&
DO NOT USE THIS PLAN TO SET R
DATE. 10/31/2016 BYA.E.R. �
c� - d rr�
ALL TENDONS OVER 100'-0" TO BE STRESSED ON BOTH ENDS r e
'
7-
10/21/2016
5.2k/F7 BY: DAVIS&CHURCH
IN
••'''0 /fes
• ISIONGEN
-4 IT = No 43112 0 B #ow
�- - - - - - --i r- - - - - - - - - - , r- -� r - --, r- - - - - - - - - - - -T * * * DTE
A �.. ef
�+t
N i ` L , 1 t 1 L _ J L __i 1 < 1 (�( ��: �7 NED
T •.,
IL I I a. - - - - - - - - - - - - - - - - I I I `n '��:� STATE OF
1
P �
S••.4 OR o••• �,+��
- - - — - — - —- -
I I I 1 1 1 1 I I X11 1Y�' ok
i H H CEkT. #30028
I 1 1 I 1 I THIS ITEM 4AS BEEN ELECTRONICALLY 0
I I N K N I ' SIGNED AND'SBALBD BY BARLEY A.
NETHON 20 OCT 20 16 USING
IdL DIGITI SIG A RE. PRINTED COPIESA
OF THIS DO UMENT ARE NOT CONSIDERED 0 •
co
1 I I + + I SIGNED AND SEALRD AND THE SIGNATURE
E N , I I , , I I MUST BE VMIFIED ON ANY BLBCTRONIC 0 •
COPIES.
1
< - - - - - - - - — - - - - - — - - - - - <
Q
' E
L _ _ _ _ _ C I 4. 4. (2) #4 REBARS x 5'0" 0 6" O.C.
_ _ C _ _ TYP 9 PLACES
0AZ� J4 RE �
B UILDING 5 � #4 REBARS s� SHEET
N 0 12 O.C. 0 12 O.C.
L6 E E
I I P.T. SLAB AREA = 3135.9 sq. ft. ,. PTm I
DO NOT USE THIS PLAN TO SET FORMS! OF
ALL TENDONS OVER 100'-0" TO BE STR .SSED ON BOTH ENDS SEE PT-2 FDR GENERAL NOTES AND SECTION DETAILS PTm2
SPECIFICATIONS - SLAB ON GRADE 6" MIN. TO FIRST
PROVIDE 1/3 MINIMUM
This plan fa to be only for the location below: COMPRESSIVE STRENGTH TENDON, TYPICA L
AQUATIC TOWNHOMES CZ
ATLANTIC BEACH, FLORIDA AT TIME OF STRESSINGen
•► tv c.. d s
N `� -�'
A. CONCRETE
Al. The concrete mix should yield a minimum coin ressive s of s.i. at 28 days. Concrete '�• Z "
9i P G�gth P J amine.
design raiz I be in accordance with ACI-918 (latest rides shall be attowe<l, A.B. - BY OTHERS
,�I� ... `
A2 Concrete ohatl have a minimum eo re0ve strength i i, t time of strestag,
A9. Concrete Shalt be well consolidated especially in In the a tendon anchors. _ _
B. MATERIALS; TENDON AND REBAR SL PE FILL- �' SLOPE FILL SLOPE FILL SLOPE FILL Ir
B1, All conventional reinforcing steel shall meet ASTM-A815 (Gude 60). Reinforcing steel shell be 4,
�P'SkE o CVAR
a -�• S o j( �• Flu',r N III�II SEE NOTE C 4 N SEE NOTE C 14 �, IIIN.= SE NOTE C 14 N IN�II= SEE NOTE C14
detailed and accessories provided in accordance Kith the latest ACC Manual of Standard Practice for TLE TO CROSS = = z I�„ z ZI TIE TO CROSS TlE TO CROSS 0
Detaiting Reinforced Concrete Structures . -�. II N N TENDONS N ! E N N I TENDONS - Y I U TENDONSB2. All Prestre rng Steel shall consist of seven-wire tow relaxation strand coniormiag to A59'1f-A416, VAPOR BARRIER = v RIER � N VAPOR BARRIER N VAPO IEiftnimum ultimate tensile strength shall be 270 koL Strands shall be coated with a permanent rust N SEE NOTE C2 C2 .-U - R BARB R- SEE NOTE C2preventive tubril and a plastic sheath of at least 0.040 inches thick, II N II II i! II = '' SEE NOTE C2 >BS. Tendons and bars shall be securely supported to prevent both vertical and horizontal movement during SII SII SNI �.,concrete placing, No tendon will be ua.supporW for more than 42". 12" 12" �2) REBARS TOP &BOTTOM 12„ 12" (2) #4 REBARS �! .
3 STIRRUPS 0 24 Q.C. "1 Qin
B4, U tendon sheathing is damaged or removed from lure end anchor more than 2' it SHALI. be repaired. 0 `o
MAI THIN 3 CLEAR � � �
"Duck" tape is not allowed to touch actual strand. Replace sheathing prior to taping. If tendon sheathing is SECTION A SECTI0N Cdamaged or removed along length of the tendon for approxlm,atety 4" or snore it should be repaired. SECTION B SECTION D 0-z
Sheathing behind a fix�i anchor may be removed for 12" to 14". V
B6. The tendon location at the end of the grade beats is to be a "minimum" of 6" from the top of the slab
to the CGS of the tendon,
B8. All tendon anchorages may be moved 12" horizontally or 1-1/Z" vertically. Anchors shalt not be below
exterior finish grade, Liveend and Deadends may be scrapped as needed, u,mo,
B7, In leiu of actual test cylinder results, tendons are to be stressed no earlier than 6 days and no tater �y
than 14 days after concrete placement. Contractor to remove all forth work prior to stresWng of tendons.
118. All tendons to be 270k and 1/2' in diameter.
B9. 9treadag: 1/2" strand stress to 89.0 kips - anchor at 28.9 kips.
B10. Tendons, pocket formers, plastic chairs, anchors, wel to be as manufactured by 'leech-Con
Systems, Inc., Slidell, LA. or approval equal ^r
Bill. Tendon fiaishing: After written acepetance of the tendon elongation report, tendons shall be cut beyond LEDGE WHERE APPLICABLE EXTERIOR GARAGE SECTION l�
less than 3 4" plastic tendon sleeve may be used. Stress' pocket shall be S BRICK CAB BEYOND
the face of the stab. if 1 / Ing pea SE OTE C3
P Y E N
promptly grouted with tion shrink cement based grout, S
ARIES W/ EE PLAN FOR
B12. Double live end tendons shall be fully stressed at the inital end. No additional stressing required if proper SEE PLAN FOR LOPE ACTUAL SPACING 1/2" TENDON 1/2" TENDON
elongation has been achieved, ACTUAL SPACING SLOPECoo
SLOPE FILL co - • d' d-
F1AI�ORIC BY OT1tERS
C. INSTALLATION
THE DESIGN OF THIS FOUNDATION IS BASED NI -FILL NI�N= IN�e F LL N '� N =
ON THE GEOTECHNICAL REPORT, N z I� �N= SEE NOTE C1 = N IMaim
NIII- SEE NOTE C14 =1 SII---Fl1L -IIS �N---Flu_
PROJECT NO.: 3719-00191 N SEE NOTE C14 SEE NOTE C14
Y VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER Qr
PROVIDED BY: ELLIS & ASSOCIATES, INC. I VIII I SEE NOTE C2 SEE NOTE C2 12" SEE NOTE C 18"
DATE. OCTOBER 26, 20151 n� _ 2 SEE NOTE C2
1�
N�I
SITEPREPERATION & DRAINAGE SHALL BESECTION G SECTION H iiiiiiiiiiiiiiiiiiiiiillillilllllllllllliilIlljI
AS PER SOIL REPORT. 12"
12+,
Cl. Reinforcement shall have 3" oover in the grade beam bottoms, 2" cover in the beam sides and top, t 1/2"
cover in the slab top and bottoms, unless noted otherwise. SECTION EC2, 1 layer of 6 mil (min) polyethylene vapor barrier shallbe placed under alt concrete, except beam bottom k exterior face. SECTION F
CS, The contractor shall verify all drops, off-sets, brick ledges, and block outs and Architectural plans and
notify the Engineer of any descrepancies that may exiSL
C4. Concrete sizes, excluding slab, may vary by -10%, +20%.
C6. Dead end anchor:Tendon tail at dead end shall have mininum 1" concrete cover.
CO. A minimum of 4" of concrete will be maintained throughout the entire slab. A tolerance of + 3/4" shall not
be exceeded,
C7, Exterior footings will have a minimum of 12" embedment below finished grade,
C8, Contractor to install all floating forms, porch brick ribbon forms, and any brick-ledges grater than S"
deep before P.T, cable placement. Do not install brick-ledges less than 6" deep prior to tendon installation.
CO. Refer to site preparation as specified in soil report or remove a minimum of iZ' of existing soil and all
unstable silt prior to placing any fill. W �►
C10. Field verify all dimensions, nous, drops, slopes, and recesses with Architectural drawings. HOLDDOWN BY OTHERS P.T. WOOD POST '� �►
CIL Recess as required for ceramic tile, mood or brick floors, maintaining full slab and grade beats depth. BY OTHERS
C12. Provide adequate supports for all tendons and rebars to maintain proper portion,
C13. Stab chairs to be placed at alt intersections. Secure tendons to chaos. CONTRACTOR TO SCAN PRIOR
C14. All subgrade fill shall be select material, clayey sand or silty sands (SC/SM or AASCTfO A-2-4) TO DRILLING INTO SLAB TO STAIRS OTHERS RE: ARCH REFER TO STRUCTURAL DRAWINGS 14
co eted to 95% Standard Procter densityin a maximum of 6" lifts and shall extend AVOID ON TENDONS CURB BY
5'-0' beyond the eter of the foundation is all directions u.n.o. if unavailable � OTHERS '�� OTHERS FOR HOLD DOWN REQUIREMENTS RE:ARCHITECTURALS FOR RECESS
� A�3 may be used [f rade beam is maintained. Refer to note C4. _ SEE NOTE D8. ( N011fY ENGINEER IF Dl�t'fR THAN 7-114" ) Coe
�
sand (SP / ) y B pbal�
C15. Tendons k Anchors may be moved horizontally to avoid conflict with electrical, mechanical or - - - _
plumbing requirements. � � `�
�- • •
o _ _ _ t _- _ - - -
,
C16. Slab tendon placement may vary as much 12' horizontal and 2 vertical to avoid obstructions. _ � - _ V V
n obs N M1 ran, 111.E �" �!l! !�- '=.�! ���ll. III�NI= IIS _ _ _
C17. Tendons ma be hors zontall diverted around lambing ing or other fixed objects up to 8" over a =III=III III N= =IN N II N= =N N II11ll= - III =
OT y a 9P spa =11� �N--FILL -I �N=--Flu.. _ =N� 1=-Flu.. 1/2' TENDON NI III=11i =NMI IiI�N=�t=NimIII- �'�►
C o o e a r p u e SEE NOTE C14 SEE NOTE C14 SEE NOTE C14 ,� ,;J
ti at VAPOR BARRIER „ VAPOR BARRIER ` VAPOR BARRIER
36" FOR 3-1/2" RECESS
12 SEE NOTE C2 18 SEE NOTE C2 SEE NOTE C2
• 60° FOR 5-1/2" TO 7-1/4" RECESS ,�► .fir
DI, The contractor shall be responsible for coordination of the structural drawings with all other drawings. SECTION J SECTION K r
+` (4).#5 REBARS BOTTOM
D2_ Goading of the slab prior to tensioning shall not be done without the approval and direction of the 36 W MAINTAIN 311 CLEAR
SECTION M
design Engineer, GEOTECHNICAL OTE C H N I CA L
D9. Alteration to or deviation from the information shown on this sheet without the written advance SECTION L
approval from Acadian Structural Solutions, Inc. will void designer's responsibility. ENGINEER VERIFY
D4. This plan is for grade beam location and tendon layout only. Refer to Architectural plans for setting
wo
forms.
D5, All runoff water must be carried stray from the slab to prevent saturation of the sub-base,
D8. All trees within close proximity shall be removed to prevent the roots from extending under the slab. 10
o0
D7. No field su rvisionrovided under this seat unless otherwise noted
D8. Prior to i an additional hardware attached to the foundation by drilling into the slab. Tendons �
Y v1 H
SHALL be located to avoid tendon damage,
D9, _chis project has been designed in strict Nuplainace with the referenced soil report to meet the
requirements of a shallow foundation system. 0
D10. This plan is for structural requirements only. Architectural details, surface requirements and compliance 934
with A.D.A. regulations are specifically omitted from this plan. The coordination of, and responsibility a 0
for such requirements is the responsibility of others. RE:ARGHITECTURALS FOR RECE Ss RE:ARCHITECTURAL..S FOR RECESS RE.ARCHITECTURAL.S FOR RECESS p A
Di 1. these drawings have been checked to insure a reasonable and normally acceptable degree of accuracy. ( NOTIFY ENGINEER IF DEEPER THAN 12" ) ( NOTIFY ENGINEER IF DEEPER THAN 12, ( NOTIFY ENGINEER IF DEEPER THAN 12" )
However, the contractor is responsible for verifying all dimensions, details and code requirements of
these plans and specification prior to the start of work.
D12. It is the responsibility of the builder to provide good drainage away from the foundation from the time
forms are set until the construction of the building is complete. Good drainage trust be maintained for �r C4 �. cv -
the duration of the build` CONTRACTOR TO SLOPE Ell_ - r TO S OPE LL
- o
D13. Steal is lot specific and for structural design only. Drawing and design valid fear one (1) year after latest TO SLOPE Flll ..._t''
p - N=1N NIAN 12=R Iu. �--I' N=1N tNl-SILL =11=1N= N IIIt[--�I-L- N
data in title_block. IINII SEE NOTE C t 4 INI= �N SEE NOTE G 14
N�IIi SII SEE NOTE C t 4
E. INSPECTIONS & OBSERVATIONS 36" FOR 3-1/2" RECESS 18" VAPOR BARRIER 36" FOR 3-1/2" RECESS 1211 VAPOR BARRIER L 36" FOR 3-1/2" RE= VAPOR BARRIER REVISION
Ell. FOR 5-1/2" RECESS 60`Prior to concrete placement an inspection/observation is required by a qualified third party. All deserepencles 60' SEE NOTE C2 FOR 5-1/2" RECESS SEE NOTE C2 " „ SEE NOTE C2 --~
60 FOR 5-1/Z RECESS BP# ?cr'
noted during inspections SHAI,I, be aorreoted prior t4 concrete placement. SECTION N SECT10N PE2. Qualified third party shall have a minimum PTI Level 2 certification or a licensed professional engineer withDATE /J
SIGNED-
experience in post tensioning. 12"
E3. Dur_ the s i operation continuous observation shall be provide by a third party. SIGNED
B4. Tendon reference markeshall be provided and placed on tendon by tendon stressing company. SECTION R
E5. The offset of the reference marking device shall be noted and included in all stressing logs by the observing party.
86. Tendon elongations that do not achieve the minimum value shalt be promptly reported to the post tension designer
for resolution.
97. Governing Documents: Construction and Maintenance Manuat For Post-Tensioned Slab-on-Ground Foundations
(Latest Edition) Post Tension Institute Z
3M Count Club Wye 0
Fotylln H Is, Ml 48331
(248) 848-3180,
rn
www.post-teff oning.org
THIS PLAN IS FOR STRUCTl.RAL REQUIREMENTS ONLY.ARCHITECTURAL DETAILS
SURFACE REQURE MENTS,AND COMPLIANCE IMTH A.DA.REGLLA nONS ARE
SPECIFICALLY OMITTED FROM THIS PLAN.'THE COORDINATION OF,AND RESPON-
SIBILITY FOR SUCH REQUIREMENTS IS THE RESPONSIBILITY OF OTHERS.
THIS FOUNDATION DESIGN IS BASED ON THE SUBMITTED DRAWINGS BY:
ENGINEER: DAVIS & CHURCH STRUCTURAL ENGINEERS
JULY 22 2016
DATE (�
REVISION: N/A
CONTRACTOR SHALL REVIEW THESE DRAWINGS AND DIMENSIONS CONFIRMING THAT
THEY MATCH ARCHITECTURAL DRAWINGS PRIOR TO PLACING ORDER FOR TENDONS.
THESE DRAWINGS HAVE BEEN CHLCEED TO INSURE A REASONABLE /�
AND NORMALLY ACCEPTABLE DEGREE OF ACCURACY.HOWEVER,THE SHEET
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DBOWSIONS,
DETAILS,AND CODE REQUIREMENTS OF THESE PLANS AND
SPECIFICATIONS PRIOR.TO THE START OF WORK. PTm2
0�
NOTE:
TT IS THE RESPONSIBUlTY OF THE BUILDER TO OF
PROVIDE GOOD DRAINAGE AWAY FROM THE
FOUNDATION FROM THE TIME FORMS ARE SET
UNTIL THE CONSTRUCTION OF THE BURRING IS
COMPLETE.GOOD DRAINAGE MUST BE MANTAINH)
FOR THE DURATION OF THE BUILDING. PTm2