RC-07-19-1576, 1298 NE 95th St (3)- - -- -- -- PROPPE UNE -- -- _- -- - - --
1
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I I - 5302
• I �LGB I I FLOOD VENTS
• I P-14 • • I r(SEE ARCH. 17WGS) -�
1 4'
1 L14 CB 2 "NI J GB-1 — — — P-Id — GB-1 — p_74 — — GO-2 — __-- � — � 2 — — � • I
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NORTH
FOUNDATION LEVEL FRAMING PLAN
/
a`!7l91l 111111///! - - - - - - - - - _
� � � � � � � � � � � � �•.>:'``. -PROPERTY-•� E- M7M/.� � �
�i
GB2 circled in Orange were reinforced with 4
Approve these field modifications:
bnd 4 #6 on Qi
• ■
DENOTES A NEW B' CONCRETE MASONRY WALL
DENOTES A NEW GRADE, BEAM
DENOTES A NEW CONIC, COLUMN OR CON" WALL
4
DENOTES A COLUMN STARING AT THIS LEVEL
(DENOTES A COLUMN BELOW THIS LEVEL
ODENOTES
A CONIC, TIE COLUMN
DENOTES A CONE. COLUMN
DENOTES A STEEL COLUMN
`2 YP 14
'DENOTES A 14 a AUGERCAST PRE
.-. ❑p - _-
.DENOTES A 3 0 HELICAL PILE
MOLES:
1-GENERAL CONTRACTOR SHALL SUBMIT SIGNED h SEALED CALCULATIONS AND SHOP
DWG'S BY A FLORIDA DELEGATED PROFESSIONAL ENGINEER FOR STEEL FABRICATION
TO ENGINEER OF RECORD PRIOR TO FABRICA11014
2-GENERAL CONTRACTOR SHALL SUBMIT SIGNED k SEALED CALCULATIONS AND
SHOP OWG'S BY A FLORDA DELEGATED PROFESSIONAL ENGINEER FOR HAND RAPS,
STORE FRON15, WINDOWS AND DOORS TO ENGINEER OF RECORD PRIOR TO
FA8R07R .
SUPERIMPOSED LOADS
GROUND FLOOR
DFtD
31 PSF
LM
40 PSF
CONCRETE MASONRY NOTES:
1. FRONDE 1-I5 VERTICAL IN FILLED CELL ADJACENT TO ANY WINDOW AND DOOR
DPENINCS WHERE NO COLUMN IS INDICATED, UMESS OTHERWISE NOTED.
EXTEND REINFORCEMENT FROM FRAA44G FLOOR TO BEAM ABOVE.
2. ALL MASONRY WN1S TO HAVE 9 GAGE UDDER TYPE DUR-O-WALL HORIZONTAL
JOINT REINFORCING ON EVERY BLOCK COARSE. EXTEND REINFORCING MINIMUM
4" INTO CONC. COLUMNS.
3. ALL SLOPES, DRAINS AND RECESSES IN FLOOR SUB, COOROIRAIE W/ ARCH.
AND MECHANICAL DRAWINGS PRIOR OF POURING FLOOR SUB.
4. INDICATES (1)-I6 IN FRIED CELL AT 32' O.C. MAXIMUM, UNLESS
DTHERWISE NOTED. PROVIDE ADDITIONAL REBAR WHERE SHOWN ON PLAN.
MASONRY SHALL HAVE A MINIMUM F'm - 1,500 psi.
5. WINDOW AND DOOR OPENINGS MUST BE COORDINATED W/ THE ARCHITECTURAL
DRAWINGS AND THE MANUFACTURER.
EpTES:
1. CONTRACTOR TO COORDINATE GROUT FILLED CELT. LOCATIONS AND CHANGE OF REAM
HEIGHTS.
2. ALL ANCHORS SHALL BE EMBEDDED INTO POURED CONCRETE OR GROUT FILLED CELL
3. OC TO VERIFY ALL DOORS AND WINDOW OPENINGS DIMENSIONS PRIOR TO THE SLAB
POURING W/ WJNUF. AND METRO DADE PRODUCT CONTROL REOIAREMENTS.
4. YIELD I4 X 1'-6' DWL U CONCRETE SILL 0 SIT. CO. DO NOT PAINT COL O SILL
ALL ELECTRICAL, MECHANICAL NO PWMBOW PENETRATIONS THROUGH STRUCTURAL MEMBERS
SHALL BE SAWED TO EO.R AND AFFIRM BY EAR $ ARCHITECT PREVIOUS
C NSTRUCTION PHASE AND S i4LL BE COORDINATED BY THE DEMERIT. CONTRACTOR
ACCORDINGLY. GENERAL CONIRMI SHALL VERAY THE LOCATION AND DTAIDWNS OF
EQUIPMENTS BY SPECIFIC VENDOR PRIOR 10 RSTALUTIONL GENERAL CONTRACTOR IS
RESPONSIBLE FOR CHECKING ADEQUACY OF EQUIPMENT WEIGHTS WTH STATED LOADS USED
FOR STRUCTURAL DESIGN, IF LOADS EXCEED THOSE, GO WILL BE RESPONSIBLE FOR UPDATE
THE DESIGN WITH EAR ACCORDNGLY, PERMRTNG TASKS AND TIMELINE COMsINNCF
ASSOCIATED WITH NEW DESIGN WILL BE GENERAL CONNACTOR RESPON9BI RY AS WELL
SEF H. �J5 PVC ENS,
L.^y
a NO.43302
YOUSSEF HACHEM
5 CONSULTING ENGINEERLNG STATE OF
§ 88 NW 27TH AVE �,t�,
MUMI FL 33125�Q�p-
TEL (786) 2874712/ (C
FAX (305) 988-8453 S/QNAI
www.yhanmeenng.com
-.... No. 43302
7536 NE bth Court
Suite 114
MIAMI, FL 33138
T 3051350-2993
F 3051350-2524
W twsw.ana-arc.com
Camukant
MI NIMN
Calle 85 N' 16 - 26. Pi 2
PBX G+571) 6213066 1 530653SO I S306536
BogotA, Colombia
ALL DRAWING AND WRITTEN MATERIALS
HEREIN CONSTITUTE ORIGINAL WORK OF
THE ARCHITECT AND MAY ONLY BE
DUPLICATED WITH THEIR WRITTEN
CONSENT.
M
0
OJ M
v v m
4 U-
ITS Uj O
d CO
s.;t.F (V
L Z
L
Client
Cantw:
Yon Morales
305 / 790 3849
Archkectural Registry on
Stele of Flonda
Rodrigo A Carrion
Registrazion no.. AR 91744
Reuisimu
Q eoc tyz 19
No, Issue Date
RELEASED FOR CONSTRUCTION
Date 07Y0512019
job Number 01901200
Scale
Drawn
Checked
CAD File
Sheet Title
FOUNDATION
FRAMING PLAN
S 1 O 1
100% CONSTRUCTION DOCUMENTS
PEST CONTROL INC
1-800-929 2847(BUGS)
SERVICE INVOICE
BUILDER
APEX ACCOUNT North FL JB1988 Central FL JB4418 West FL JB6132
East FL JB1988 South FL/MB JB182261 South FL/WPB JB270379 AMOUNT
Notice of Preventative Treatment for Termites
(as required by Florida Building Code (FBC) 105.10 and 1816.17)
Treatment Address or Lot/Block/Unit of Treatment
PO#
Date k. "t' ,`' jTime Applicator },°a ? 1 (
� t
Product Used e f ': If ) c-.�....t Chemical Used (active ingredient)~ , t► i 2�iu>ber of Gallons Applied
) t 1 —
1
Percent Concentration Area Treated (square feet.) Linear Feet Treated
Stage of Treatment (Horizontal, Vertical, Adjoining Slab, Retreat of Disturbed Area)
As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior
treatment shall be completed prior to final building approval.
If this notice is for the final exterior treatment, initial and date this
X
AP-SN04 11/18 R/O MPS 407-657-7414
BUILDER
r t
APEX ACCOUNT
TM
PEST CONTROL INC
1-800-929 2847(BUGS)
SERVICE INVOICE
PO#
North FL JB1988 Central FL JB4418 West FL JB6132
East FL JB1988 South FL/MB JB182261 South FL/WPB JB270379 AMOUNT
Notice of Preventative Treatment for Termites
(as required by Florida Building Code (FBC) 105.10 and 1816.17)
LUILL
Treatment Address or Lot/Block/Unit of Treatment
:i
Date } . r. f Time f 4 Applicator
1 ` A
Product Used �'g `E ' 19 l � iT'3 ;-�,+ Chemical Used (active ingredient) �, '�� { � ; .�. Nu lber of Gallons Applied
Percent Concentration 1 Area Treated (square feet) Linear Feet Treated
Stage of Treatment (Horizontal, Vertical, Adjoining Slab, Retreat of Disturbed Area) i
As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior
treatment shall be completed prior to final building approval.
If this notice is for the final exterior treatment, initial and date this line,`
AP-SN04 11/18 R/O MPS 407-657-7414
w w r i
Mo CE' • r•r •
www.yhengrneer1ng.c9rhM • M + • , •
, � 99+Nt+J 27 Avenue Miami. FL 33125 Phone (305)969-YHCE Fax (305)969-9453
Youssef Hachem Co uo irg Engirej_rirg
CA26553 •
February 4, 2020 •;' w Y •
• .. , •
Building Official
Miami Shores Village
10050 NE 2nd Ave.
Miami Shores, Florida 33138
RE: Morales Residence
1298 NE 95th Street
Miami Shores, FL. 33138
PERMIT No. RC-07-19-1576
Dear Official:
We have inspected the grade beams and piles for the foundations at the above mentioned project, the
as -built clearance of 7" (4"pile clearance and 3" grade beam clear cover) is acceptable to us as well as
the dimension of stirrups which is #3 stirrups 10"W'.
This document is prepared on accordance with the Florida Building Code, and is to be submitted to the
Miami Shores Village Building Department.
If you have any questions, please do not hesitate to contact me at (305) 969-YHCE
Sincer. > >����„�,,,,,,rl,,,,
No 4 302
C-
You °° °M"I I 'h.D., P.E.
FL. Prof Engineer 43302
FL. Special Inspector 6985061
Cain vie Con-vinue
V,S& Concre' c �Cuonq'
1411 SW 4111 Ave # I (H
Davic, H. 11114
1'el- 914 -$44,61 IS
I wild
SoilprObeN 1--lioi
ZDncerillo-& Te".)It-1110t) t7
December 11, 2019
J.L.0 Enterprises, Inc.
2800 NW 32 d Ave.
'.Miami, FL 33142
RE: Report of Pile Installation
Proposed Residence
1298 NE 95" St.
Miami Shores, FL
Soilprobc Engineering & Testing, Inc. has completed field observation of auger cast piles
installation for the above referenced project. Piling operation was conducted by JLU Enterprises,
Inc. corresponding to the time period of December 5, and 6, 2019 and installation witnessed by a
representative of this office. The purpose of this site inspections was to observe and document
piles installation operation only.
A total number of sixty-four (64) auger cast piles were placed at locations staked in the field by
the owner's representative and to depths as indicated in the attached field inspection logs. Pile
installation data for each pile are presented in the attached field installation logs.
Follow4ng our observation of pile installation operation at the scheduled time, and our
knowledge of project documents we certify that the referenced piles were adequately installed
for achieving an allowable bearing capacity of 35 tons compression and 17 tons tension.
Sincerely,
Soilprobe Engineering & Testing, Inc.
t, Z!5
ro
(For
Er.c. Pile instalhidoun logs
Location sketch
r: SCI DV/Log
;C, N TAKEN 0 RESUBMIT AS kl_!
17
eREVIEWED
J
'..:"'S",S NOTED (NOT REQUIRED TO K'
These c
m reviewed only for conformance %,,cl
and int
a with the information given in the f,
The Co
i:,,;ble for confirming and correlating i
dimen
and construction methods and coorow.�,,;,
with all ci,
trades. This review will not relieve the
responsi'oilt
of any terms of the agreement.
Revievvrd
D a , e:
CONSULTING ENGINEEIPS
P:13iTli, FL33125 -Tel: 305.969-9423; Fax, 310S 9, , , 3
Engineering is the essence .. . . . . . . . . . . . . . . . . . . . . . . . .
of science and technology
SOILPROBE ENGINEERING AND TESTING, INC.
14" Auger Cast Pile Log
Contractor: CONSTRUCTION DNA GroutSpec's
PROJECT: PROPOSED RESIDENCE Load Bearing (toss)
Logged By: 1P 5000 psi
SOILPROBE ENGINEERING & 35 comp
TESTING, INC. ADDRESS: 1298 NE 95th St Misc. Info:
Engineers Sign and Seal: 17 tension
CITY: Miami Shores, FL
Field Notes:
Steel Spec's: 6#6's with #3 ties @12" full length
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
Grout Am't
C.Y.
Pump
Strokes
Actual
Grout Amt.
C.Y.
Grout
Factor
Ki s
P
comp tension
Date: December 5, 2t01 J
Notes
1
1
2:09
35
1.40
60
2.34
1.67
70
34
Start 10:31 Arrived 10:14
2
2
2:20
35
1.40
54
2.11
1.50
70
34
ADONEL #4012 Test taken 9 Cy
3
3
2:22
35
1.40
58
2.26
1.62
70
34
4
4
2:12
35
1.40
62
2.42
1.73
70
34
Stop 10:57 Start ' 1:04
5
5
2:17
35
1.40
56
2.18
1.56
70
34
ADONEL #4004 Arrived 10:48
6
6
2:28
35
1.40
64
2.50
1.78
70
34
9 cy
7
7
2:10
1 35
1.40
65
2.54
1.81
70
34
8
8
2:15
35
1.40
60
2.34
1.67
70
34
Stop 11:39 Start 11:44
9
9
2:23
35
1.40
55
2.15
1.53
70
34
ADONEL #906 Amved 11:19
10
10
2:11
35
1.40
56
2.18
1.56
70
34
9 Cy
11
11
2:21
35
1.40
52
2.03
1.45
70
34
12
12
2:16
35
1.40
49
1.91
1.37
70
34
13
13
2:20
35
1.40
52
2.03
1.45
70
34
Stop 12:19 Start 12:22
14
14
2:31
35
1.40
51
1.99
1.42
70
34
ADONEL #919 Arrived 12:00
15
15
2:23
35
1.40
55
2.15
1.53
70
34
9 Cy
16
16
2:33
35
1.40
54
2.11
1.50
70
34
17
17
2:20
35
1.40
56
2.18
1.56
70
34
Stop 1:02 Start 1:^4
18
18
2:14
35
1.40
55
2.15
1.53
70
34
ADONEL *4020 '14 s
19
1 19
2:25
35
1.40
53
2.07
1_48
1 70
34
20
1 20
1 2:30
35
1 1.40
58
1 2.26
1.62
1 70
34
Pag.: 1/4
SOILPROBE ENGINEERING AND TESTING, INC.
14" Auger Cast Pile Log
PROJECT: PROPOSED RESIDENCE Contractor: CONSTRUCTION DNA GroutSpec's
Logged By: 1P 5000 psi Load Bearing (tons)
SOILPROBE ENGINEERING & 35 comp
TESTING, INC. ADDRESS: 1298 NE 95th St Misc. Info:
Engineers Sign and Seal: 17 tension
CITY: Miami Shores, FL
Field Notes:
Steel Spec's: 06's with #3 ties @12" full length
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorica!
Grout Am't
C.Y.
Pump
Strokes
Actual
Grout Amt.
C.Y.
Grout
Factor
Ki s
P
comp tension
Date: December 5, ?Ql9
Notes
1
21
2:21
35
1.40
54
2.11
1.50
70
34
Stop 1:44 Start 1:54
2
22
2:17
35
1.40
59
2.30
1.64
70
34
ADONEL #4007 Arrived 1.10
3
23
2:28
35
1.40
56
2.18
1.56
70
34
9 cy
4
24
2:19
35
1.40
59
2.30
1.64
70
34
5
25
2:22
35
1.40
53
2.07
1.48
70
1 34
Stop 3:03 Start 3:09
6
26
2:25
35
1.40
53
2.07
1A8
70
1 34
ADONEL #6MI Arrived 2:58
7
27
2:09
35
1.40
51
1.99
1.42
70
34
9 cy
8
28
2:23
35
1.40
49
1.91
1.37
70
34
9
29
2:18
35
1.40
50
1.95
1.39
70
34
Stop 3:43
10
30
2:09
35
1 A0
58
2.26
1.62
70
34
Start 3:57 Arrived 3 513
11
31
2:20
35
1.40
54
2.11
1.50
70
34
ADONEL #957 9 cy
12
32
2:21
35
1.40
56
2.18
1.56
70
34
13
33
2:10
35
1.40
60
2.34
1.67
70
34
Stop 4:20
14
34
2:20
35
1.40
58
2.26
1.62
70
34
15
35
2:27
35
1.40
58
2.26
1.62
70
34
Start 4:27 Arrived 4-'6
16
36
2:24
35
1.40
53
2.07
148
70
34
ADONEL #6004 9
17
37
2:19
35
1.40
55
2.15
1.53
70
34
Stop 5:05
18
19
20
Pag.: 2/"4
SOILPROBE ENGINEERING AND TESTING, INC.
14" Auger Cast Pile Log
Contractor: CONSTRUCTION DNA Grout Spec's
PROJECT: PROPOSED RESIDENCE Load Bearing (tons)
Logged By: AO 5000 psi
SOILPROBE ENGINEERING & 35 comp
TESTING, INC. ADDRESS: 1298 NE 9Sth St Misc. Info:
Engineers Sign and Seal: 27 tension
CITY: Miami Shores, FL
Field Notes:
Steel Spec's: 6#6's with #3 ties @12" full length
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
Grout Am't
C.Y.
Pump
Strokes
Actual
Grout Amt.
C.Y.
Grout
Factor
Ki s
P
comp tension
Date: December 6, 2019
Notes
1
38
3:05
35
1.40
47
2.16
1.54
70
34
Start 9:22 Arrived 9.12
2
39
2:39
35
1.40
54
2.48
1.77
70
34
ADONEL #3008 9 Cy
3
40
4:16
35
1.40
48
2.21
1.58
70
34
4
41
2:55
35
1.40
50
2.30
1.64
70
34
5
42
4:23
35
1.40
50
2.30
1.64
70
34
Stop Start 10:15
6
43
3:34
35
1.40
49
2.25
1.61
70
34
ADONEL #4016 Arrived 9:50
7
44
2:28
1 35
1.40
50
2.30
1.64
70
34
9 Cy
8
45
2:45
35
1.40
50
2.30
1.64
70
34
9
46
3:00
35
1.40
44
2.02
1.45
70
34
Stop 11:00
10
47
4:12
35
1.40
54
2.48
1.77
70
34
Start 11:08 Amved 11.02
11
48
4:27
35
1.40
45
2.07
1.48
1 70
34
ADONEL #3002 Test taken 9 Cy
12
49
3:05
35
1.40
46
2.12
1.51
70
34
13
50
5:00
1 35
1.40
59
2.71
1.94
70
34
Stop 11:50 Start 12:06
14
51
5:10
35
1.40
50
2.30
1.64
70
34
ADONEL #4018 Arrived 11:30
15
52
5:12
35
1.40
48
2.21
1.58
70
34
9 Cy
16
53
3:04
35
1.40
51
2.35
1.68
70
34
17
54
4:35
35
1.40
51
2.35
1.68
70
34
Stop 1:00
18
55
4:28
35
1.40
44
2.02
1.45
70
34
Stan 1: ;G A?s red 100
19
56
3:09
35
1.40
49
2.25
1.61
70
34
A NEL #952 9
20
1 57
3:07
35
1 1.40
1 46
2.12
1.51
70
34
Pag.: 3J4
SOILPROBE ENGINEERING AND TESTING, INC.
14" Auger Cast Pile Log
Contractor: CONSTRUCTION DNA Grout Spec's
PROJECT: PROPOSED RESIDENCE Load Bearing (tans)
Logged By: AO 5000 psi
SOILPROBE ENGINEERING & 35 comp
TESTING, INC. ADDRESS: 1298 NE 95th St Nfisc. Info:
Engineers Sign and Seal: 17 tension
CITY: Miami Shores, FL
Field Notes:
Steel Spec's: 6#6's with #3 ties @I2" full length
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
Grout Am
C.Y.
Pump
Strokes Stroke s
Actual
Grout Amt
C.Y.
Grout
Factor
Ps
comp tension
Date: Delcember 6, '2019
Notes
1
58
2:59
35
1.40
51
2.35
1.68
70
34
2
59
2:56
35
1.40
48
2.21
1.58
70
34
Stop 1:45 Start 1.59
3
60
3:15
35
1.40
48
2.21
1.58
70
34
ADONEL #932 Arrived I : 39
4
61
3:08
35
1.40
53
2.44
1.74
70
34
9 Cy
5
62
3:49
35
1.40
57
2.62
1.87
70
34
6
63
4:12
35
1.40
52
2.39
1.71
70
34
Stop 2:41 Start 3:40
7
64
4:00
35
1.40
53
2.44
1.74
70
34
ADONEL #6007 Arrive3 3-35
8
Stop 4'00
9
10
11
12
13
14
15
16
17
18
19
20
Pag.: 4/4
• 1)IISWO"Avc.N104
• Davie, Fl, 3111.1
'1'cl: 954.5$4-h l 15
k-runil �t�s2lcttut�3szilRtsltlts�l�I
Soilprobe Engineering Testing.), Inc.
January 22, 2020
J.L.0 Enterprises, Inc.
2800 NW 32"d Ave.
Miami, FL 33142
1tE: Report of Pile Installation
Proposed Residence
1298 NE 95 h St.
Miami Shores, FL
Soilprobe Engineering & Testing, Inc. has completed field observation of steel helical and pin
piles installation for the above referenced project. Piling operation was conducted by J1,U
Enterprises, Inc. on January 10, 2020 and installation witnessed by a representative of this office.
The purpose of this site inspections was to observe and document piles installation operation
only.
A total number of six (06) 3.5" O.D. schedule 80 Brackett Foundation Support brand steel helix
piers were placed at locations staked in the field by the owner's representative and to depths as
indicated in the attached field inspection log. Pile installation data for each pile are represented in
the attached field installation log.
Following our observation of pile installation operation at the scheduled time, and our
knowledge of project documents we certify that the referenced helical piles were adequately
installed for achieving an allowable bearing capacity of 12 tons compression and 6 tons tension.
Sincerely,
` ,
SCi Div/Log
Soilprobe Engineering &Testing, Inc.
;;;, I ;;;KEN ❑j� ESUBP,IiiT t;,
r
L ,
�1 REVIEWED
S 1"C"TED (NOT REQUIRED TO REr'
�.�ie.'na
The r:
and it
rep e4 ed only for conformanc ev
i� the information given in ther
P.E.
Reg. No 37334
The C
dimens
"or confirming and co rel t n 1
tr,,�;,,n methods and cony i
�FOT the Firm)
with al!
respoi
s. I M3 review will not reuave m6
r ,:ice Af ajy t firms of the agreement
Enc. Pile installation log
Location sketch
CONSULTING ENGINEERS
9 1 F 33125 • Tel: 305.969.9423 ; Fa
Engineering is the essence . . . • • . • . • • • . • • • • • • . • .
ofseience and technology
SOILPROBE ENGINEERING AND TESTING, INC.
3 1/2" Helix Piers Installation Log
PROJECT: PROPOSED NEW RESIDENCE
Contractor: CONSTRUCTION DNA
Bearing (tons)
12 comp 6 tension
Logged By: JP
__dLoad
SOILPROBE ENGINEERING
& TESTING, INC.
Engineers Sign and Seal:
i
ADDRESS:
1298 NE 95th St
Miami Shores, FI
31/2 " O.D. Schedule 80 Pipe
Misc.
Ifo:
nfo:
CITY:
Field Notes:
Pile I.D.
Type of
Pier (in)
Specified
Torque
(Ft.Lbs.)
Installed
Torque
(Ft.Lbs.)
Penetration (ft)
Number &Size of
Helices
Kips
comp tension
Date: Januarg 10, 2020
Notes
1
1
3 1/2
6000
6000
34
10", 12", 14"
24
12
2
2
3 1/2
6000
6000
32
1011, 12", 14"
24
12
3
3
3 1/2
6000
6000
33
10", 1211, 14"
24
12
4
4
3 1/2
6000
6000
30
10", 12", 14"
24
12
5
5
3 1/2
6000
6000
32
10", 12", 14"
24
12
6
6
3 1/2
6000
6000
1 34
10", 12", 14"
24
12
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Pag.: 1/1
SOILPROBE ENGINEERING AND
TESTING JLU Enterprises, Inc. Pile Location Sketch
3931 SW 47" Ave. #104 1298 NE 95" St.
Davie, FL 33314 Miami Shores, FL
Tel. (954) 584-6115
1k P(, 0-7 -19
MCE
www.yhtanpinnrinp.com
99 NW 271" Ave Miami FL 33125 Phone 305 969-YHCE Fax 305 9453
Youssef Hachem Consulting Engineering
THRESHOLD / SPECIAL / QUALITY CONTROL INSPECTION REPORT
Project: Project No. Date: _ A
Contractor: Permit No.
Project Location:
Discipline: THRESHOLD., SPECIAL QUALITY CONTROL (drde one) Inspected by:
Type: ❑ Initial ❑ Partial ❑ In -Progress ❑ Follow -Up ❑ Added Se Mces
I
Reinforcing steel, grade and formwork for the SOG with
Monitored concrete placement, mix design and mechan IcaI <'
a monolithic footing
consolidation
Reinforcing steel placement and formwork for spread
Installation of kmg span prefabricated roof busses
footing, grade beam or pilecap
Thickness, vapor barrier, reinforcing steel placement and
Installation of wood -based, structural panel (sheathing)
formwork for slab on grade
Clean -outs and reinforcing steel placement for masonry
Elevated floor truss:/joist framing, bracing and attachment
bearing walls, tie column(s) (if applicable) and elevated tie
beam W.
Monitored concrete placement of fill cells; Ife column (s), (if
Permanent and engineered truss bracing system and uplift
applicable) and elevated tie beam (9).
connectors.
Follow-up observations of grout placement for masonry
Structural steel framing, bolted and wekfed connections.
bearing walls.
Reinforcing steel placement, formwork for concrete vertical
Attachment and side lap fasteners installation for structural sired
mart ens, columns/walls, lap splice, grade, ties, hair pins
deck.
arrangement and spacing.
Reinforcing steel placement for concrete beam, size, grade, lap
Wall framing Installation, attachment, bracing, baddng
splice length and location, stirrups arrangement and spacing.
Reinforcing steel placement for elevated conventional concrete
Installation of exterior window/door substrate members (buck, sill,
slab.
header,lambs)
Reinforcing sled placement, post -tension tendon layout,
Attachment of exterior window/door framing, mullion, transom,
profile and associated mild re -steel for post -tensioned concrete
glazing.
slab.
Shoring and re -shoring
Other (write additional description in area below)
Disposition of Inspection:
❑Items observed are in general compliance with plans and specifications
❑ Items noted are NOT in compliance with plans and specifications and require follow-up inspection.
Additional Information on Member/Area Inspected: