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David Johnson
From: Debra Fasnacht <hardscapepavers@aol.com>
Sent: Wednesday, April 22, 2020 9:10 AM
To: David Johnson
Subject: Re: ADA Steps
SECURITY WARNING: This email onginated from outside the County systems. Please show caution when i
clicking links or opening attachments unless you recognize the sender and know the content is safe
Questions, call Customer Service at 772462 2146_
I went to the county and had a sit down meeting because the steps did not get added until after the building was
installed, and the handrails were originally waived in that meeting because it's for storage only (so we just
bought the step version).
Just let me know, I really need to be done.
Thanks, Debbie
Sent from my iPhone
On Apr 22, 2020, at 8:15 AM, David Johnson <johnsond@stlucieco.org> wrote:
Good Morning Debbie,
The tie down detail you submitted looks good. However the Step detail is different then what one you
sent me back in December. To meet code handrails are required on both sides with extensions. You will
also have to submit this as a revision to the plans. Please feel free to contact me should you have any
questions.
Dave
David Johnson Chief Building Inspector Z�
c
Ph: 772-462-1865 Cell: 772-370-2548 12300 Virginia Ave. Fort Pierce 34982 ® o
facebook.com/stlutiegov I twitteccom/stluciegov I instaeram.mm/stluciegov I voutube.com/stluciegov
<image003.png> Um
<image004.jpg> U) 3
How was your service?
Please contact, Doug Harvey, at harvevdClstlucieco.ore to submit your suggestions, comments and feedback.
To comply with local and state directives to curtail the spread of the COVID-19 threat, the
County is operating a four -day workweek, with many employees working remotely. The
Building Department is open Monday- Thursday during regular business hours, and staff is
available by email or phone. Code Enforcement staff can be reached by telephone or
o C��4,ch�ments:
�� a 14, 2018 8:46 AM
ofepavers@aol.com'; Joe Cicio
Second Review Comments for Permit Number 1802-0288
Report _FL_ Review _Comments _Noncompliant-jrf.pdf
Dear St Lucie County Permit Applicant,
Thank You for choosing to do business and invest in St Lucie County. St Lucie County is committed in
assisting you to navigate the building review process. Please know that county staff is committed to customer service
and part of that service is providing assistance and guidance with our processes. Please do not hesitate to contact us
further to discuss your building project as needed.
Please see the attached plan review comments which have been generated for your permit. As soon as we
receive the modified plans and any additional required documents back from the Design Professional, Contractor, Fire
Department or Owner we will forward the permit package to our permitting department for issuance.
Thank You
Wt e&&
Plans Examiner
�tanilard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
$f- L vt i e, Cov-*4y Mzft ..i e7g a v,.d. DeAlretorAvAzvvt- ServU e ,
Rlease Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available :tothepublic and media upon. request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your email communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
a
9
/�• I�NGZG UOGI}��-g
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue.
` Fort Pierce, FL. 34982
Phone:(772)462.2172 Fax:(772)46246443
REVIEW COMMENTS
0
YPROPERTYINFORMATION
`Address: 5009 Lace Ave Owner(s):
Debra A Fasnacht / Grover R-Fasnacht Jr
• City /State /Zip: Fart Pierce, FI 34982
Parcel #: 3403-804-0037-000/2 Jurisdiction: SAINT LUCIE COUNTY
Zoning: CG Lot#: 9 Block: 3
APPLICATION INFORMATION
Permit Number:
1802-0288 Stories: Automatic Sprinkler System? No
Permit Type:
METAL BUILDING (1 STORY ONLY)
INFORMATION
,CONTRACTOR
Contractor Name:
James J Player Fax Number: 229-248-4002
Business Name:
Carports Anywhere Inc
Email:
:Business Addr:
Po Box 776
City I State / Zip:
Starke, FI 32091
REVIEWS AND COMMENTS
Review Type
Status Reviewed By Date Started Date Completed Date Released
DOCUMENTS MISSING
PENDING Deanna Givens 2/12/2018
' 2/12/2018
Comment: VEG PERMIT SENT TO ERD
ENVIRONMENTAL REVIEW
PENDING
Comment:
;'FIRE DEPARTMENT REVIEW PENDING Tony Jerger
j'
Comment:
!,FRONT, COUNTER REVIEW
COMPLETE Deanna Givens 2112/2018 2/1212018 211212018
Comment:
:PE REVIEW COMMENTS (2) INCOMPLETE Joe Cicio 6113/2018
• 3/14/2018
Comment: ENGINEER TO CALCULATE THE OCCUPANT LOAD ON PLANS •" SECOND REVIEW •" DID NOT RECEIVE
RE -REVIEW FEE DUE •"• SEE FBC 1004.1 FOR OCCUPANT REQUIREMENTS •"'
- --- -
Comment: PROVIDE LIFE SAFETY PLANS IN TRIPLICATE TO THE EXIT' SHOW THE REQUIRED EXIT ON PLANS PER
3/14/2018
FBC TABLE 1006.3.1 *INCLUDE A DOOR PRODUCT APPROVAL NUMBER ON PLANS' SHOW EXIT CAPACITY
AND TRAVEL DISTANCES PER FBC TABLE 1606.2.1 —SECOND REVIEW- DID NOT RECEIVE" RE -
REVIEW FEE DUE
6/13/2018
Comment: ENGINEER TO CALCULATE THE OCCUPANT LOAD PER FBC TABLE 1004.1.2 [ WAREHOUSES ] AND STATE
ON PLANS
Comment: ONCE LOAD HAS BEEN CALCULATED ENGINEER TO SEE FBC TABLE 1006.2.1 FOR LOADS LESS THAN 29
6/13/2018
PEOPLE' THE PATH OF EGRESS SHALL NOT EXCEED 100 FEET W/O SPRINKLER SYSTEM' SHOW THE
CORRECT TRAVEL PATH ON PLANS PER THE FFPC SECTION 7.6.1
6/13/2018
Comment: WILL NEED A SOIL TEST PER FBC 1803.1 AND THE ENGINEERS CLARIFICATION ON CA-1
6/13/2018
Comment: A 3" WEDGE ANCHOR DOES NOT WORK WITH A 2.5" BASE RAIL AND THE SPECIFIED 2.25" IMBED
Planning & Development Services.
Building & Code Regulation. Division
.2300 Virginia Avenue.
Fort Pierce,FL 34982
Phone:(772)462.2172 Fax:(772)462-M3
REVIEW COMMENTS
2
Comment: THE MINIMUM AND CRITICAL EDGE DISTANCES FOR A 1/2" ANCHOR ARE 3.75" FROM THE CENTER OF THE
6113/2018 ANCHOR • THE FOUNDATION DETAIL ON CA-1 IS SHOWN INCORRECTLY FOR THE ANCHOR IN A 2.5" BASE
RAIL
6/13/2018 Comment: ENGINEER TO REMOVE THE PLAN NOTATIONS AT THE ROLL UP DOORS AS ENTRY / EXIT' ROLL UP
DOORS ARE NOT A MEANS OF EGRESS PER THE FBC
Comment: PLEASE NOTE: (1) ALL REVIEW COMMENTS WHEN ANSWERED WILL REQUIRE A COVER LETTER
ADDRESSING WHERE THE CHANGES WERE MADE, (2) ALL CHANGES WILL BE REQUIRED TO BE CLOUDED
ON THE PLANS AND (3) THE CONTRACTOR WHEN RESUBMITTING WILL BE REQUIRED TO INSERT THE
NEW UPDATED PAGES INTO THE PLANS OR IF THE CONTRACTOR PREFERS, A REVISED COMPLETE SET
OF PLANS CAN BE SUBMITTED
6113/2018 PLEASE NOTE THAT A SUBMITTAL CHECKLIST WILL BE REQUIRED STATING THE TYPE AND QUANTITY OF
DOCUMENTS SUBMITTED FOR RE -REVIEW SIGNED AND DATED BY THE CONTRACTOR
PLEASE NOTE ANY COMMENT NOT ADDRESED MAY BE SUBJECT TO AN ADDITIONAL REVIEW FEE PER ST.
LUCIE COUNTY RESOLUTION #13-196
COMMENTS SENT
6/13/2018 Comment: COMMENTS E-MAILED AS OF THIS DATE
Comment: PLEASE RE -SUBMIT [ 3 ] SETS OF ORIGINAL, SIGNED, SEALED AND DATED PLANS W/ [ 1 ] PDF DISC AND
I 6114/2018 PAY ADDED FEES UPON RE -SUBMITTAL
PLANS EXAMINER ELECTRIC COMPLETE Walter Pride 311912018 617/2018 6f712018
Comment:
PLANS EXAMINER MECHANICAL COMPLETE Carl Peterson 3/2112018 3121/2018
Comment:
PLANS EXAMINER PLUMBING ' INCOMPLETE Greg Smyth 311412018
3114/2018 Comment: NEED OCCUPANT CLASSIFICATION AND OCCUPANT COUNT.SECTION 403.1 FPC 2017
3/14/2018 Comment:
5/2112018 Comment:
PLANS EXAMINER REVIEW
Comment:
ZONING REVIEW
Comment:
i
THIS BLD WILL NEED THE REQUIRED PLUMBING FIXTURES TABLE 403.1 FPC 2017
CLASSIFICATION OF S-2 OCCUPANCY WILL REQUIRE PLUMBING FIXTURES PER TABLE 403.1 OF THE
FLORIDA PLUMBING CODE 2017 SIXTH EDITION.
COMPLETE Joe Cicio 3114/2018 6/13/2018 6113/2018
COMPLETE Lydia Galbraith 212712018 412012018 4120/2018
�,�--',Matthew Baldwin, P.E. "`;
Date : 5/6/18
Subject : Hardscapes permit plans revisions
Location : Ft. Pierce, FI
1. No electrical.
2. S-2, revised in title block on all pages.
3. No plumbing.
4. Square footage corrected in the title block on all pages.
5. Plans revised to 160mph (corrected in the title block on all pages). Design pressure corrected along with
the sheathing and details on sheet 4. The design pressures are for exposure C (in title block).
6. Storage only, no occupancy.
7. S-2, revised in title block on all pages.
8. No fire protection or sprinkler system. Sheet 1.
9. Plans revised to 160mph (corrected in the title block on all pages). Design pressure corrected along with
the sheathing and details on sheet 4. The design pressures are for exposure C (in title block).
10. Doors indicated as entry/exit on sheet 1. Product approval on sheet 4. See survey for distances.
11. Soil bearing capacity stated on sheet 1 detail.
12. Title block updated to reflect 125psf floor live load.
13. Design as S-2, revised in title block on all pages.
Matthew Baldwin, P.E.
Florida P.E. License #64608
1160 Private Road
Deland, FI 32720
386-717-8578
";Matthew Baldwin, P.E."�
Date :5/6/18
Subject : Hardscapes permit plans revisions
Location : Ft. Pierce, FI
1. No electrical.
2. 5-2, revised in title block on all pages.
3. No plumbing.
4. Square footage corrected in the title block on all pages.
S. Plans revised to 160mph (corrected in the title block on all pages). Design pressure corrected along with
the sheathing and details on sheet 4. The design pressures are for exposure C (in title block).
6. Storage only, no occupancy.
7. S-2, revised in title block on all pages.
8. No fire protection or sprinkler system. Sheet 1.
9. Plans revised to 160mph (corrected in the title block on all pages). Design pressure corrected along with
the sheathing and details on sheet 4. The design pressures are for exposure C (in title block).
10. Doors indicated as entry/exit on sheet 1. Product approval on sheet 4. See survey for distances.
11. Soil bearing capacity stated on sheet 1 detail.
12. Title block updated to reflect 125psffloor live load.
13. Design as S-2, revised in title block on all pages.
A
'A//d
Matthew Baldwin, P.E.
Florida P.E. License #64608
1160 Private Road
Deland, FI 32720
386-717-8578
Joe Cicio
'From: Joe Cicio
Sent: Tuesday, October 02, 2018 9:39 AM
To: 'James Player'
Cc: 'Debbie Fasnacht';Joe Cicio
Subject: Re -Review comments Permit Number 1802-0288
Attachments: Report_FL_Review_Comments_Noncompliantjrf.pdf
Dear St Lucie County Permit Applicant,
Thank You for choosing to do business and invest in St Lucie County. St Lucie County is committed in
assisting you to navigate the building review process. Please know that county staff is committed to customer service
and part of that service is providing assistance and guidance with our processes. Please do not hesitate to contact us
further to discuss your building project as needed.
1
Please see the attached plan review comments which have been generated for your permit. As soon as
we receive the modified plans and any additional required documents back from the Design Professional, Contractor,
Fire Department or Owner we will forward the permit package to our permitting department for issuance.
;?6 . �/?. Ce~
Plans Examiner
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
Email: cicioi@)Stlucieco.org
hh: 772-46z-6453
St Luoi t, Co ns y pLaautii,Kg a4A4 Develop-w li`w ServL es,
Flow- way your Serv"faa" ** Mezts , to-m�Carl. Pelsrsew, OvZt li" OffU. al. a,F
71�_s_-sovti@yH.uci,e�.o- � fo-sudmtiil' your' s+�J9�Hy, Glv a.vtd. feed�baek�
Fl•r•� ,
eIease Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
6r copying. Your a -mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Joe Cicio
From: Joe Cicio
Sent: Thursday, November 08, 2018 9:27 AM
To: James Player
Cc: Debbie Fasnacht; Joe Cicio
Subject: Fourth set of comments for permit number 1802-0288
Attachments: Report_FL_Review_Comments_Noncompliantjrf.pdf
Dear St Lucie County Permit Applicant,
Thank You for choosing to do business and invest in St Lucie County. St Lucie County is committed in
assisting you to navigate the building review process. Please know that county staff is committed to customer service
and part of that service is providing assistance and guidance with our processes. Please do not hesitate to contact us
further to discuss your building project as needed.
S C:
`"" Please see the attached plan review comments which have been generated for your permit. As soon as
We receive the modified plans and any additional required documents back from the Design Professional, Contractor,
Eire Department or Owner we will forward the permit package to our permitting department for issuance.
Thank You
6'�"`
Plans Examiner
❑
z
Standard Building Inspector
Z
U
Building Plans Examiner
Z m
•2
One and Two Family Dwelling Inspector
J
One`and Two Family Plans Examiner
Email: cicioiOStlucieco.ore
�M:7jZ-46z-6453
St L- Ltci e� Couvoly PLavu,%.i." a*, & Deve,Loiywt a ve- Servi e
r, . „
lease Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
6r copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
pclease n, tify the sender by reply e-mail and delete all materials from all computers.
„r c ,
email. We can meet via .�:zconference or video conference if nuLuasary. If you need to reach
me by phone, my direct extension is 462-1286.
Permits and documents can be picked up or dropped off at our office Monday -Thursday at a
table located just inside our front door.
Thank you
From: Hardscapes, Inc. 5009 Lace Ave. Ft. Pierce, FL 34982 772-489-3771 <hardscapepavers@aol.com>
Sent: Tuesday, April 21, 202011:32 AM
To: David Johnson <johnsond@stlucieco.org>
Subject: Re: ADA Steps
SECURITY WARNING: This email originated from outside the County systems. Please show �?
(caution when clicking links or opening attachments unless you recognize the sender and know
ithe content is safe. Questions, call Customer Service at 772-462-2146.
Hi David,
Attached is the requested engineered tie down drawings (that go along with the original attached general
engineering specifications). Is the building department open, how do I drop off the 2 hard copies?
Plus, please also confirm when I can call in for the final inspection?
Thank you, Debbie Fasnacht
Hardscapes Inc.
5009 Lace Ave.
Fort Pierce, FL. 34982
772-489-3771
----Original Message ---
From: David Johnson <iohnsond(@stlucieco.org> -
To: Hardscapes, Inc. 5009 Lace Ave. Ft. Pierce, FL 34982 772-489-3771 <hardscapepavers(a)aol.com>
Sent: Tue, Dec 17, 2019 10:03 am
Subject: RE: ADA Steps
Good Morning Debbie,
-- I got your step drawings. However you need to submit these as a revision with engineered tie
down drawings that go along with the General Specifications Engineering note 1. Drawings
must reference the 2017 building code and wide design data. Submit all drawings in duplicate.
David Johnson
Chief Building Inspector
Planning & Development Services
Building & Code Regulation
772-462-1865
From: Hardscapes, Inc. 5009 Lace Ave. Ft. Pierce, FL 34982 772-489-3771
<hardscapepaversCaDaol. com>
Sent: Friday, December 13, 2019 4:33 PM
To: David Johnson <iohnsond(cDstlucieco.ora>
Subject: ADA Steps
ISEGURITY WARNING: This email originated from, outside the County systems. Please show caution
,when clicking links or opening attachments unless you recognize the sender and know the content is -
Isafe: Questions call Customer Service at 772 462-2146.
Hi David,
RE: Permit 1802-0288
Please see attached engineered plans for ADA steps that are now completely installed.
Please schedule for final inspection to close out the permit.
Thank you, Debbie Fasnacht 772-201-9319
Hardscapes Inc.
5009 Lace Ave.
Fort Pierce, FL. 34982
772-489-3771
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business
are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for
personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption
applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all
computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business
are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for
personal inspection. examination and / or copying. Your e-mail communications will be34bject to public disclosure unless an exemption
applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all
computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business
are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for
personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption
applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all
computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business
are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for
personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption
applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all
computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal Inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers,
Florida's Leading Engineering Source
Environmental • Geotechnical • Construction Materials Testing • Threshold and Special Inspections • Plan Review & Code Compliance
SCANNED
BY
St. Lucie County November 2, 2018
Hardscapes, Inc.
Attn: Ms. Wendy Jernigan
5009 Lace Avenue
Fort Pierce, Florida 34982
RE: Report of Soil Exploration
Detached Metal Building
5009 Lace Avenue, Fort Pierce, Florida
GFA Project No. 18-9931.00
Dear Ms. Jernigan:
j�E-C_EJVED
Nov - (Zola
IPermitting Department
St. Lucie Count
GFA International, Inc. (GFA) performed soil testing with three (3) auger borings and hand cone
penetrometers at the above referenced project site. The locations• of the borings are shown on the
attached Test Location Plan. The subsurface exploration activities were performed in accordance with
Chapter 18 of the 2017 Florida Building Code, Sixth Edition and applicable ASTM standards. Detailed
information for the subsurface conditions encountered in the borings are contained on the attached
auger boring logs.
Based on the test results, the soils upon which the referenced structure will be founded are capable of
providing a safe bearing capacity of 2,500 psf subject to the limitations noted herein. We recommend
that the footings bear at a depth of at least 12 inches below finish grade. The depth should be
measured from the lowest adjacent grade. We also recommend a minimum footing width of 18 inches
for spread footings and 16 inches for monolithic footings, but not less than 8 inches more than the
width of the imposed wall.
This report does not state or imply that the foundation soils at the bearing level will remain in the
original condition in which they were found during the subsurface exploration activities. Exposure to
the environment may weaken the foundation soils at the bearing level if the foundation excavations
remain open for an extended period, or if the foundation soils are exposed to rainfall. Consequently, it
is recommended that the excavations for the wall and column footings be performed to final grade and
footings be constructed as soon as possible to reduce the potential for deterioration of the bearing
soils.
GFA estimates that site is approximately at design grade. It is recommended that the 2 feet of
soils below existing grade, below the bottom of all new footing excavations and slabs, and all fill
material be compacted to at least 95 percent of the modified Proctor (ASTM D 1557) maximum dry
-density prior to placement of concrete for the footings.
During site preparation, foundations and the below grade remains of any structures that are within the
footprint of the new construction should be removed. Similarly, utility lines should be removed or
properly abandoned so that they will not adversely impact new overlying structures.
607 NW Commodity Cove • Port St. Lucie, Florida 34986 • (772) 924-3575 r (772) 924-3580 (fax) • www.teamgfa.com
OFFICES THROUGHOUT FLORIDA
Detached Metal Building
5009 Lace Avenue, Fort Pierce, Florida
GFA Project No. 18-9931, 00
November 2, 2018
Page 2
GFA should be provided the opportunity to review the final foundation design plans and specifications
to determine whether GFA's recommendations have been properly interpreted, communicated, and
implemented. If GFA is not afforded the opportunity to participate in construction related aspects of
foundation installation as recommended in this report or any report addendum, GFA cannot accept
responsibility for the interpretation of our recommendations made in this report or in a report
addendum for foundation performance.
We appreciate the opportunity to be of service to you on this project and look forward to a continued
association. Please contact the undersigned if you have any questions or comments, or if we may
further assist you as your plans proceed.
Respectfully Submitted,
GFA INTERNATIONAL, INC.
Florida Certificate of Authorization No. 4930
John Digitally signed
by John Kent This item has been digitally signed and sealed by John Kent, P.E. on the date
Kent,
adjacent to the seal. Printed copies of this document are not considered
Date�o2, 018.11.02 signed and sealed and the signature must be verified on any electronic copies.
13:55:03-04'00'
John Kent, P.E. Craig Van Collie, E.I.
Senior Project Engineer Project Manager
Florida Registration No. 63218
Attachments: Test Location Plan
Auger Boring Logs (3)
Notes Related to Boring Records
Distribution: Ms. Wendy Jernigan — Hardscapes, Inc.
1 pdf
GfP
Test Location Plan: 5009 Lace Avenue, Fort Pierce, FL
z(OE K BASO
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+ Approximate Auger Boring (AB) Locations
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BORING NUMBER AB-1
0 GFA International PAGE 1 OF 1
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CLIENT Hardscapes Inc. PROJECT NAME Detached Metal Building
PROJECT NUMBER 18-9931.00 PROJECT LOCATION 5009 Lace Ave., Fort Pierce
DATE STARTED 10/24/18 COMPLETED 10/24/18 LATITUDE 27.34311 LONGITUDE-80.32467
DRILLING CONTRACTOR GFA International Inc. GROUND WATER LEVELS:
DRILLING METHOD Auger Boring Q AT TIME OF DRILLING 8.00 ft
LOGGED BY CHECKED BY CVC AT END OF —
NOTES AFTERDRILLING —
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MATERIAL DESCRIPTION
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0.0
Roadbase
80
• •'
0.8
Gray fine sand (SP)
80
2.5
80
. 3.5
80
Dark brown organically stained silty fine sand ISM)
80
5.0
i
80
6.0
Brown fine sand (SP)
80
i
7.6
80
i
i
Q
-
80
i
i
80
10.0`:.
10.0 _
Bottom of borehole at 10.0 feet.
BORING NUMBER AB-2
GFA International PAGE 1 OF 1
�NNJCi��aP
CLIENT Hardscapes Inc. PROJECT NAME Detached Metal Building
PROJECT NUMBER 18-9931.00 PROJECT LOCATION 5009 Lace Ave.. Fort Pierce
DATE STARTED 10/24/18 COMPLETED 10/24/18 LATITUDE 27.37313 LONGITUDE-80.32469
DRILLING CONTRACTOR GFA Intemational Inc. GROUND WATER LEVELS:
DRILLING METHOD Auger Boring AT TIME OF DRILLING —
LOGGED BY CHECKED BY CVC AT END OF —
NOTES AFTER DRILLING —
}w
CL
C N b
U
F=-.-.
a z=
F
Wm
02
a a
( a
O
MATERIAL DESCRIPTION
w
aD
�d0
=ax
¢z
U)
0.0
Roadbase
�
. 0.3
80
Gray fine sand (SP)
80
2.5
80
80
4.0
Dark brown organically stained silty fine sand ISM)
80
6.0
T.
70
` 6.0
Brown fine sand (SP)
65
7.5
50
8.0
Gray fine sand with clay (SP-SC)
60
60
10.0
Bottom of borehole at 10.0 feet.
' BORING NUMBER AB-3
GFA International PAGE 1 OF 1
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CLIENT Hardscaoes Inc. PROJECT NAME Detached Metal Building
PROJECT NUMBER 18-9931.00 PROJECT LOCATION 5009 Lace Ave.. Fort Pierce
DATE STARTED 10/24/18 COMPLETED 10/24/18 LATITUDE 27.37308 LONGITUDE-80.32479
DRILLING CONTRACTOR GFA International Inc. GROUND WATER LEVELS:
DRILLING METHOD Auger Boring Q AT TIME OF DRILLING 2.80 ft
LOGGED BY CHECKED BY CVC AT END OF —
NOTES AFTERDRILLING -
w
OL K
O m
U
CLl
ui
m
a
E
02E
m m
=�
IL O
MATERIAL DESCRIPTION
j
cc)
az
=co ax
c9
0.0
Roadbase
80
0.6
Gray fine sand (SP)
80
2.5
80
Q
3.0
Dark brown organically stained fine sand with silt (SPSM)
80
80
5.0
::-
5.0
Brown fine sand with clay (SP-SC)
40
40
7.5
40
8.0
Gray fine sand with clay (SP-SC)
�I
30
i
30
10.0
.--
10.0
Bottom of borehole at 10.0 feet.
r
NOTES RELATED TO BORING RECORDS AND
GENERALIZED SUBSURFACE PROFILES
1. Groundwater levels (if encountered) were recorded either during or following the boring completion on
the date indicated. Fluctuations in groundwater levels are common - see the report text for a discussion.
2. The boring locations were identified in the field by estimated distances and offsets from existing reference
marks and/or other site landmarks.
3. The completed boreholes were backfilled to adjacent site grade using drilling spoils and patched with
asphalt cold mix in pavement areas.
4. The Log of Boring records represent our interpretation of soil conditions based on visual classification of
the soil samples recovered from the borings.
5. The Log of Boring records are subject to the limitations, conclusions, and recommendations presented in
the report text.
6. The Standard Penetration Test (SPT) N-values contained on the Log of Boring records refer to the total
blow counts of a 140-pound drop hammer falling 30 inches required to drive a split -barrel sampler a total
distance of 12 inches into soil strata at specific depth intervals.
7. The Hand Cone Penetrometer (HCP) values contained on Log of Boring records and the Cone
Penetration Test (CPT) values contained on the Cone Penetration Sounding logs refer to the cone tip
resistance recorded when pushing the cone tip into the soil strata at specific depth intervals.
8. The soil and/or rock strata interfaces shown on the Log of Boring records are approximate and may vary
from those shown on the logs. The soil and/or rock descriptions shown on the Log of Boring records refer
to conditions at the specific location tested. Soil/rock conditions may vary between test locations.
9. Relative density for coarse -grained soils (sands/gravels) and consistency for fine-grained soils (silts/clays)
are described as follows:
Coarse Grained Soils (Sands and Gravels)
Fine Grained Soils (Silts and Clays)
SPT
N-Value
HCP Value
(kg/cm2)
CPT Value
(tsf)
Relative
Density
SPT
N-Value
HCP Value
(kg/cmz)
CPT Value
(tsf)
Consistency
0-4
0-16
0-20
Very Loos
0-2
0-20
0-3
Very Soft
5-10
17-36
21-40
Loose
34
21-35
4-6
Soft
11-30
37-116
41-120
Med. Dense
5-8
>35
7-12
Firm
31-50
117-196
121-200
Dense
9-15
13-25
Stiff
>50
> 196
>200
Very Dense
16-30
26-50
Very Stiff
>30
>50
Hard
10, Grain size descriptions areas follows:
Description
Particle Size Limits
Boulder
Greater than 12 inches
Cobble
3 to 12 inches
Coarse Gravel
3/4 to 3 inches
Fine Gravel
No. 4 sieve to 3/4 inch
Coarse Sand
No. 10 to No. 4 sieve
Medium Sand
No. 40 to No. 10 sieve
Fine Sand
No. 200 to No. 40 sieve
Fines Silt/Cla
Smaller than No. 200 sieve
11. Definitions for modifiers used in soil/rock descriptions:
Proportion
Modifier
Approximate Root Diameter
Modifier
<5%
Trace
Less than 1/3i'
Fine roots
5% to 12%
Liltle
V32" to 1/4"
Small roots
12% to 30%
Some 11
1/4" to 1"
I Medium roots
30% to 50%
And 11
Greater than 1
1 Large roots
Organic Soils: Soils containing vegetative tissue in various stages of decomposition having a fibrous to amorphous
texture. Usually having a dark brown to black color and an organic odor.
Organic Content Modifiers: <25%: Slightly to Highly Organic; 25% to 75%: Muck; >75%: Peat
6FA
I
' ' Planning& Development Services .
Building & Code Regulation Division
2300 Virginia Avenue
'.. Fort Pierce,. FL. 34982
Phone:(772)462-2172 Fax:(772)462-6443
PROPERTY INFORMATION
Address: 5009 Lace Ave
-City / State / Zip: Fort Pierce, FI 34982
`Parcel#: 3403-804-0037-000/2
.Zoning: CG
)
Permit Number: 1802-0288
METAL BUILDING (1 STORY ONLY)
z Contractor Name:
James J Player
'Business Name:
Carports Anywhere Inc
Business Addr:
Po Box 776
,City / State / Zip:
Starke, A 32091
REVIEWS AND COMMENTS
Review Type
/DOCUMENTS MISSING
2112/2016 Comment:
!ENVIRONMENTAL REVIEW
Comment:
;FIRR DEPARTMENT REVIEW
i' Comment:
i`FRONT COUNTER REVIEW
I
+ Comment:
PE REVIEW COMMENTS (2)
Comment:
PE REVIEW COMMENTS (3)
6113/2018 Comment:
. 6/14/2018
Comment:
Comment:
> 10/212018
10%2/2018
Comment:
..10/2/2018
Comment:
•Y
I�
REVIEW COMMENTS
1
Owner(s): .
Debra A Fasnacht / Grover R Fasnacht Jr
Jurisdiction: SAINT LUCIE COUNTY
Lot#: 9 Block: 3
Stories: Automatic Sprinkler System? No
Fax Number: 229-248-4002
Status Reviewed By Date Started
PENDING Deanna Givens 2/1212018
VEG PERMIT SENT TO ERD
PENDING
PENDING Tony Jerger
COMPLETE Deanna Givens 2112/2018
COMPLETE Joe Cicio 611312018
INCOMPLETE Joe Cicio 10/212018
Email:
Date Completed Date Released
211212018 211212018
101212018 • 101212018
WILL NEED A SOIL TEST PER FBC 1803.1 AND THE ENGINEERS CLARIFICATION ON CA-1 [ DID NOT
RECEIVE ]
PLEASE RESUBMIT.[ 3 ] SETS OF RIGINAL, SIGNED, SEALED AND DATED PLANS W/ It ].PDF DISC AND
PAY ADDED FEES UPON RE-SUBMI AL [ CONTRACTOR TO PAY THE REVIEW FEES ]
RE -REVIEW' CARPORTS ANYWHERE PLANS SHOW[ 21 SWING DOORS[ SEE LOWER LEFT CORNER OF
CA-1, CA-2 AND CA-3 ] PLANS FROM ARCHITECT SHOW[ 1 ]DOOR[ PLS CORRECT ONE OR THE OTHER
ON PLANS' ADD THE REQUIRED EXIT LIGHTING TO THE SECOND DOOR
" CARPORTS ANYWHERE PLANS " MUST BE REVIEWED AND APPROVED BY MICHAEL SEAL
NEW PLANS FROM "CARPORTS ANYWHERE "SPECIFY [ 21 DIFFERENT PSI CONCRETE WEIGHTS' METAL
BUILDING ENGINEER TO CLARIFY ONE OR THE OTHER ON PLANS
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue.
Fort Pierce, FL. 34982
Phone:(772(462.2172 Fax:(772(462-6448
REVIEW COMMENTS
2
10/212018 Comment:
COMMENTS E-MAILED AS OF THIS DATE
PLANS EXAMINER ELECTRIC
COMPLETE Walter Pride 3/19/2018 617/2018 61712018
Comment:
PLANS EXAMINER MECHANICAL
COMPLETE Carl Peterson 3/2112016 3/21/2018
Comment:
PLANS EXAMINER PLUMBING
INCOMPLETE Greg Smyth 3/1412018
3/14/2018 Comment:
NEED OCCUPANT CLASSIFICATION AND OCCUPANT COUNT.SECTION 403.1 FPC 2017
r
3/14/2018 Comment:
THIS BLD WILL NEED THE REQUIRED PLUMBING FIXTURES TABLE 403.1 FPC 2017
Comment:
CLASSIFICATION OF S-2 OCCUPANCY WILL REQUIRE PLUMBING FIXTURES PER TABLE 403.1 OF THE
5/21I2018
FLORIDA PLUMBING CODE 2017 SIXTH EDITION.
PLANS EXAMINER REVIEW
COMPLETE Joe Cicio 311412018 611312018 611312018
( Comment:
ZONING REVIEW
Comment:
COMPLETE Lydia Galbraith 212712018 412012018 412012018