BLDG1403-0069-EngineeringBroward County Board of Rules and Appeals
One North University Drive, 3500-B
Fort Lauderdale, Florida 33324
Effective: March 15, 2012
Telephone: 954.765.4500
Facsimile: 954.765.4504
FORM FOR "SPECIAL BUILDING INSPECTOR"
SECTION 110.10 — BROWARD COUNTY ADMINISTRATIVE CODE
AND THE 2010 FLORIDA BUILDING CODE
NOTICE TO PROPERTY OWNER:
You are hereby directed in accordance with Section 1 10.10.1 of the Broward County Administrative Code and the Florida Building
Code to retain a Special Structural Inspector (A Florida Registered Architect or Licensed Engineer) to perform the
following mandatory or discretionary inspections, as outlined in Sections 110.10, 1822, 2122.2.4, 2218.2, R4407.5.4, 2223.11.1,
1927.12.1, 1927.12.2, R4405.9.12.1, R4405.9.12.2, R4408.52 & R4408.10.11 of the Florida Building Code and submit progress reports,
inspections reports, and a Certificate of Compliance to the Building Official as per Sections 110.10.6 and 110.10.7 of the Florida Building
Code.
Note: The Building Official determines which discretionary inspections are to be delegated.
DATE: 5/3/j 1 IDENTIFICATION, CONTROL OR BUILDING PERMIT#
PROJECT NAME HeronBay
Nortth,O1 sorey Lakes Plat 3 — Lot 4 k
JOB ADDRESS 808S MW HS 11V OLAj t(=w(±\ j Ct. (• : ZIP 33076
LEGAL DESCRIPTION: J FOLIO #
A. MANDATORY INSPECTIONS TYPE BY CODE:
1) Precast Concrete Units — Section 1927.12.1, R4405.9.12.1, 110.10.2.1 Yes 0 No El
2) Precast Concrete Units — Section 1927.12.2, R4405.9.12.2, 110.10.2.1 Yes 0 No El
3) Reinforced Unit Masonry — Section 2122.2.4, R4407.5.4, 110.10.2.2 (per ACI 530.1 -05 -Level B Quality Assurance)*
*unless noted otherwise on plan _Yes ❑ No El
4) Connections — Section 2218.2, 110.10.2.3 Yes ❑No El
5) Metal System Buildings—Section 2223.1 1.1, 110.10.2.4, R4408.I0.11 Yes 0 No IZ
B. DISCRETIONARY INSPECTION TYPE BY BUILDING OFFICIAL:
I) Building Structures or part thereof of Unusual Size, Height, Design or Method of Construction and
Critical Structural Connections — Section 110.10.1.1 Yes 0 No El
2) Windows, Glass Doors and Curtain Walls on buildings over two (2) stories — Section 110.10.1.1 Yes ❑ No Ei
3) Pile Driving Only — Sections 1822, R4404.13, 110.10.1.1 Yes ❑ No rz
4) Precast Concrete Units — Section 1822, R4405.9.12, 110.10.2.1 Yes 0 No Ei
5) Reinforced Unit masonry — Sections 2122.2.4, R4407.5.4, 110.10.2.2 Yes ® No ❑
6) Other Yes ❑ No
C. MANDATORY DOCUMENTATION
1) Inspection schedule stating the specific inspection that will be made and at what phase of construction must be submitted with this application.
2) Progress Report/Inspection reports during construction in accordance with Section 110.10.6.
3) Certificate of Compliance must be submitted prior to the scheduling of the final building inspection, Section 110.10.7.
Owner's Signature:
Printed Name: Paul Erhardt
ACKNOWLEDGMENT
Permit Holder's Signature: t`J I
Printed Name: Steven T. lolly )9421
License # (if applicable) C 1523
SPECIAL BUILDING INSPECTOR:
0 Registered Architect and/or ® Licensed Engineer Signa
Embossed Seal AND Date
Printed Name of Special Building Inspector D. Mark :lanc
Address of Special Building Inspector 15 W 30u' Ave. Suite 20. Boynton Beach. FL 33426
State of Florida Registration # 35683 Fax # (5611 752-5542
Building Official (or designated representative)
Telephone # (5611 752-5440
Date:
***BE ADVISED THIS DOES NOT PRECLUDE YOU FROM OTHER MANDATORY INSPECTIONS IN THE CODE***
G:\SHARED\Forms\2010 FBC Special Bldg Insp Form.doc
GALE INSULATION
S/0 # 401845221/401939888
CERTIFICATE OF INSULATION — INSTALLATION
JOB ADDRESS: 8085 NW 115 WAY PARKLAND, FL
LOT 804 OSPREY LAKE
BUILDING PERMIT # 140 60.4f -t
STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the thermal insulation has
been installed in the referenced building in compliance with the Florida Model Energy Efficiency Building
Code and the approved plans and specifications, and in accordance with good construction practice. The
insulation furnished is of the type, thickness and R -value as set forth below:
AREA
CEILING AREA
FLOOR NOT
ACCESSIBLE
GARAGE COMMON
WALL, INTERIOR
PARTITIONS
EXTERIOR WALLS,
GARAGE UNDER
LIVING AREA
EXTERIOR
MASONRY WALLS
TYPE THICKNESS
FIBERGLASS 13" 12"
BLOW BATT
FIBERGLASS BATT 3.5"
FIBERGLASS BATT 6.25
REFLECTIVE FOIL .75"
INSULATION CGC1512179
INSULATION CONTRACTOR'S SIGNATURE:
BUILDER: WCI COMMUNITIES SIGNATURE:
I PERSONALLY KNOW THE AFFIANT, PAMELA FENTON.
R -VALUE MANUFACTURER
R-38 KNAUF i OWENS CORNING
R-11 OWENS CORNING
R-19 OWENS CORNING
FI -FOIL COMPANY
R-4.1
T FICATION DAT NOVE ER 12, 2014
Sworn to and subscribed befor. this
Notary Public, State of Florida
, 2014
0.1p.mwmp
JP -11" !1E/
Nary PWJ:IC
L"Lor'L F.. 1
?r,1i
:L.LiqLY1 ssicr # L 869'383
W -or- W
September 15, 2014
SPECIALTY ENGINEERING CONSULTANTS, Inc.
Dade • Broward • Palm Beach
CERTIFICATE OF COMPLIANCE FOR TRUSS ENGINEERING
City of Parkland Building Department
6600 University Drive
Parkland, FL 33067
Re: PROJECT: Heron Bay North — Osprey Lakes Plat 3 — Lot 4H
8085 NW 115 Way, Parkland, FL
Permit #: 1403-0069
Building Department:
We have personally inspected the truss system on the above referenced property and find the trusses are erected
properly and without any apparent damage. We have checked all aspects of this truss system — roof trusses and
floor trusses, where used — including, but not limited to the following components.
1. Proper size, grade and species of lumber used in the assembly of each truss per engineering.
2. Nail -on position or press -on plates checked for proper size and position per engineering.
3. Trusses and girders checked for proper anchorage for both gravity loads and uplift Toads.
4. Lateral bracing applied to truss members per engineering and building code.
5. All other bracing to resist lateral forces, in addition to that specified by truss engineering, has been applied as
required by the Architect -of -Record's approved plans. This includes the addition of shear walls, let -in wall
bracing, floor system bracing, proper positioning of sheathing, etc.
We have also inspected any repaired and/or modified trusses and have ascertained that they have been
corrected in accordance with: "Sealed" repair engineering supplied by the truss engineer. All engineering
sheets for repaired and/or modified trusses are included herewith.
Respectively submitted,
SPECIALTY ENGINEERING CONSULTANTS, INC.
�•
•
9 ' 15t u'14
. O.
D. Mark L= = an �� . • 55683 •:
President 's * It
*
-o
• _
State ofF30o[idTATE OF :CC:
RegisterWrossional #0035683
Reg isters'd, pga•
i jMPe��,�.�.`� #1177
ONAL
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
September 15, 2014
SPECIALTY ENGINEERING CONSULTANTS, Inc.
Dade • Broward • Palm Beach
CERTIFICATE OF COMPLIANCE FOR TRUSS ERECTION
City of Parkland Building Department
6600 University Drive
Parkland, FL 33067
Re: PROJECT: Heron Bay North — Osprey Lakes Plat 3 — Lot 4H
8085 NW 115 Way, Parkland, FL
Permit #: 1403-0069
Building Department:
Please be advised that we, Specialty Engineering Consultants; Inc, monitored the erection of trusses with bottom
chord in excess of 35' or height greater than 6' in accordance with Section 2319.17.2.4 of the Florida Building
Code for the referenced project.
We find that all aspects of this system conform to the approved plans and the Florida Building Code.
Respectfully submitteda,
o„ila��
Specialty Engineerind,Apr's, Inc.
_ t417,/0,
0'•• NS6/10/20 j4
D. Mark Left- P, P.
President
:1 • STATE OF :441::
State of Florida `••A% .: `�;
Registered Prat ar.E ,n�,�i� �.` #0035683
Registered Speci�l►idk� `� #1177
SEP 16 2014
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
September 15, 2014
SPECIALTY ENGINEERING CONSULTANTS, Inc.
Dade • Broward • Palm Beach
CERTIFICATE OF COMPLIANCE FOR UNIT MASONRY
City of Parkland Building Department
6600 University Drive
Parkland, FL 33067
Re: PROJECT: Heron Bay North — Osprey Lakes Plat 3 — Lot 4H
8085 NW 115 Way, Parkland, FL
Permit #: 1403-0069
Building Department:
We have personally inspected the complete "engineered unit masonry" system for this building. This inspection
includes all of its components such as; steel placement; horizontal joint reinforcement; vertical and horizontal
reinforcing steel for the concrete masonry units and all associated tie beams, tie columns, etc. In addition, we
have monitored and verified grout placement.
We find that all aspects of this system conform to the approved plans and the Florida Building Code, sections
2122.4 and BCAC 105.10.2.2.
Respectively submitted,
SPECIALTY EN( U.EtWyKONSULTANTS, INC.
• e'•9/1 ' 14
s
w
D. Mark E=. =fanc, E * :*
President .o t : Cc
:1:1_,_'.. STATE OF • �.;
State of Ff9 i :,,c P(11,-..**.
• :
d P
Reg isteresib}it, s?: #0035683
Registered Sd6ri ONO& %` #1177
SEP 1 6 20,4
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
September 15, 2014
SPECIALTY ENGINEERING CONSULTANTS, Inc.
Dade • Broward • Palm Beach
CERTIFICATE OF COMPLIANCE FOR TRUSS ENGINEERING
City of Parkland Building Department
6600 University Drive
Parkland, FL 33067
Re: PROJECT: Heron Bay North — Osprey Lakes Plat 3 — Lot 4H
8085 NW 115 Way, Parkland, FL
Permit #: 1403-0069
Building Department:
We have personally inspected the truss system on the above referenced property and find the trusses are erected
properly and without any apparent damage. We have checked all aspects of this truss system — roof trusses and
floor trusses, where used — including, but not limited to the following components.
1. Proper size, grade and species of lumber used in the assembly of each truss per engineering.
2. Nail -on position or press -on plates checked for proper size and position per engineering.
3. Trusses and girders checked for proper anchorage for both gravity loads and uplift loads.
4. Lateral bracing applied to truss members per engineering and building code.
5. All other bracing to resist lateral forces, in addition to that specified by truss engineering, has been applied as
required by the Architect -of -Record's approved plans. This includes the addition of shear walls, let -in wall
bracing, floor system bracing, proper positioning of sheathing, etc.
We have also inspected any repaired and/or modified trusses and have ascertainedthat they have been
corrected in accordance with: "Sealed" repair engineering supplied by the truss engineer. All engineering
sheets for repaired and/or modified trusses are included herewith.
Respectively submitted,
SPECIAL1 X,5P�a J f' , JJ G CONSULTANTS, INC.
••••• .
• d r S•• �-' 15/2u14
No 5683 •.
D. Mark .:Ian •, PE
Presid
1STATE •��
State ofTia{i OF : 41�
t.
Registelte,0 rgib6gmiQal ` er: #0035683
Registered (a?iji0a 5 #1177
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
September 15, 2014
SPECIALTY ENGINEERING CONSULTANTS, Inc.
Dade • Broward • Palm Beach
CERTIFICATE OF COMPLIANCE FOR UNIT MASONRY
City of Parkland Building Department
6600 University Drive
Parkland, FL 33067
Re: PROJECT: Heron Bay North — Osprey Lakes Plat 3 — Lot 4H
8085 NW 115 Way, Parkland, FL
Permit #: 1403-0069
Building Department:
We have personally inspected the complete "engineered unit masonry" system for this building. This inspection
includes all of its components such as; steel placement; horizontal joint reinforcement; vertical and horizontal
reinforcing steel for the concrete masonry units and all associated tie beams, tie columns, etc. In addition, we
have monitored and verified grout placement.
We find that all aspects of this system conform to the approved plans and the Florida Building Code, sections
2122.4 and BCAC 105.10.2.2.
Respectively submitted,
SPECIALTY ENGINFgRlNGiOppSULTANTS, INC.
o ark Les, ei,#
44
D. Mark ,= :Ian�t,:PE No 35683
President _ -o '• * ::
7:13
State of Florid -1014o. STATE OF :•�tv�
A.
Registered Pro�gpnr�� 035683
Registered Speci ,tfLr'ec1G%�`�#1177
into
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
September 15, 2014
SPECIALTY ENGINEERING CONSULTANTS, Inc.
Dade • Broward • Palm Beach
CERTIFICATE OF COMPLIANCE FOR TRUSS ERECTION
City of Parkland Building Department
6600 University Drive
Parkland, FL 33067
Re: PROJECT: Heron Bay North — Osprey Lakes Plat 3 — Lot 4H
8085 NW 115 Way, Parkland, FL
Permit #: 1403-0069
Building Department:
Please be advised that we, Specialty Engineering Consultants; Inc, monitored the erection of trusses with bottom
chord in excess of 35' or height greater than 6' in accordance with Section 2319.17.2.4 of the Florida Building
Code for the referenced project.
We find that all aspects of this system conform to the approved plans and the Florida Building Code.
Respectfully submitted
Specialty Engineerir,°o'nL'(t♦erpjs, Inc.
4. • ENS00 /10=4
D. Mark Le, B rrtc, tit S.
President-
• .,
STATE OF : 4i
State of Flo r \ .. P,.. .
P¢�fAss
Registered Pell rj3irt ss #0035683
Registered Speca ,��1 it do ##1177
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
SPECIALTY ENGINEERING CONSULTANTS, Inc.
THRESHO /SPECIAL I SPECTION REPORT
PROJECT: U _ ILA
CLIENT: DD e'(
CONTRACTOR:
INSPECTION TYPE: `-�y
PROJECT LOCATION:AILKe
MEMBERS / AREAS INSPECTED:
f
Dade • Broward • Palm Beach
DAY: ! .t.-11LQ/da
DATE: 42/41°
PERMIT No. f `{L,�')�,`?
TRACKING #: 06 b
PERFORMED BY:
- .j:Z
L,4-Ckiy14/W*--- /t/ •-u-avreV.) i° V
DISPOSITION / RESULTS:
GENERAL NOTES:
Respectfully submitted,
Speciality Engineering Consultants, Inc.
D. Mark LeBlanc, PE
Partner
State of Florida:
Registered Professional Engineer: #0035683
Registered Special Inspector: #1177
Form001 ThresholdSpeciallnspec GG 01/04
1
11- &IVA,
DISTRIBUTION COPY:
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
SPECIALTY ENGINEERING CONSULTANTS, Inc.
THRESHOL ECIAL INSPECTION REPORT
PROJECT: `J�,L
CLIENT:
CONTRACTOR:
INSPECTION TYPE: 0
PROJECT LOCATION: faate0
MEMBERS / AREAS INSPECTED:
I
l�
C
DISPOSITION / RESULTS:
GENERAL NOTES:
Respectfully submitted,
Speciality Engineering Consultants, Inc.
D. Mark LeBlanc, PE
Partner
State of Florida:
Registered Professional Engineer: #0035683
Registered Special Inspector: #1177
Forrn001 ThresholdSpeclallnspec GG 01/04
Dade • Broward • Palm Beach
DAY:
DATE:
PERMIT No.
TRACKING #:
PERFORMED BY:
xcept
deerd-za,A._
Y/2'3 -Or61
ar",
/u 1J / / 5 6i
1
DISTRIBUTION COPY:
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
SPECIALTY ENGINEERING CONSULTANTS, Inc.
THRESHOeSPECIAL INS ECTION REPORT
PROJECT: (/ 501 �J
1 1,1_X4
CLIENT:
CONTRACTOR:
INSPECTION TYPE:
PROJECT LOCATION:
MEMBERS / AREAS INSPECTED:
) (11 -(& /T CU. r 5 - 'IC)
r -
tuk, e //a/A4,4-4_
tg5
?"2 .ori A.t �a-
rtb bui4p.'
Dade • Broward • Palm Beach
DAY: Aga
DATE:
PERMIT No. /Y0 `5
TRACKING #:
PERFORMED BY:
q()1((//
oo `'jI
_94f,t,t....t_
1?uv - i } (1 vtf' ;7
.f �2u cart- Acurti)
DISPOSITION / RESUL13-r
GENERAL NOTE
70)
-irk+
( A r(* ,LSS -5 4 i
8Jaceje LIALIA4 /liaj
11 PA/ or 31
Respectfully submitted,
Speciality Engineering Consultants, Inc.
D. Mark LeBlanc, PE
Partner
State of Florida:
Registered Professional Engineer: #0035683
Registered Special Inspector: #1177
DISTRIBUTION COPY:
Form001 ThresholdSpeciallnspec GG 01/04
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 56.
SPECIALTY ENGINEERING CONSULTANTS, Inc.
THRESHOLD/SPECK INSPECTIOM REPORT
PROJECT:
CLIENT:
CONTRACTOR:
INSPECTION TYPE:
PROJECT LOCATION:
MEMBERS / AREAS INSPECTED:
DISPOSITION / RESULTS:
GENERAL NOTES:
i
664tuetr
Dade • Broward • Palm Beach
DAY:
DATE:
PERMIT No.
TRACKING #:
PERFORMED BY:
� J 1
al at_. eLI-i
Respectfully submitted,
Speciality Engineering Consultants, Inc.
D. Mark LeBlanc, PE
Partner
State of Florida:
Registered Professional Engineer: #0035683
Registered Special Inspector: #1177
Form001 ThresholdSpeciallospec GG 01/04
/4_FpLef-toL
MN/V.
/(0
fir,
IlL(1::xidel
11
/Oi;/ayL
cltc-AP,6
CAU�i
_./
DISTRIBUTION COPY:
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-7;
t
THRESHOL PECIAL INS
PROJECT:
CLIENT:
CONTRACTOR:
SPECIALTY ENGINEERING CONSULTANTS, Inc.
ECTION REPORT
INSPECTION TYPE: ����? M #
PROJECT LOCATION: ztft,
MEMBERS / AREAS INSPECTED:
•tea.^..,EMIIElialr,.
Dade • Broward • Palm Beach
DAY: / I
DATE: n
PERMIT No. /TO3 0
TRACKING #: D
PERFORMED BY:
i
76,
&6iptix (eP 11
DISPOSITION / RESULTS:
GENERAL NOTES:
Ap,tel_e_„(
gags moll
Respectfully submitted, DISTRIBUTION COPY:
Speciality Engineering Consultants, Inc.
D. Mark LeBlanc, PE
Partner
State of Florida:
Registered Professional Engineer: #0035683
Registered Special Inspector: #1177
Form001 ThresholdSpecialinspec GG 01/04 _
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
SPECIALTY ENGINEERING CONSULTANTS, Inc.
THRESHOL PECIAL INSP CTION REPORT
kei1,t
PROJECT:
CLIENT:
CONTRACTOR:
INSPECTION TYPE:
PROJECT LOCATION:
aalert.,1_
MEMBERS / AREAS INSPECTED:
DISPOSITION / RESULTS:
GENERAL NOTES:
DAY:
DATE:
PERMIT No.
TRACKING #:
PERFORMED BY:
Dade • Broward • Palm Beach
Leto
19/'i/
/Yo -CSL l
L
1.
1 -)
6c. 11).-7)
?tk41j _ 6.A) til Aika
r/4
as\,
r �
N r)0_4/-
5.'4/Lc %/ r6 -ex -'hum AyX/
1)
A
I )(AL+ e -pLecae 50, cdpf_
Mi
Respectfully submitted,
Speciality Engineering Consultants, Inc.
D. Mark LeBlanc, PE
Partner
State of Florida:
Registered Professional Engineer: #0035683
Registered Special Inspector: #1177
Form001 ThresholdSpeciallnspec GG 01/04
DISTRIBUTION COPY:
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
SPECIALTY ENGINEERING CONSULTANTS, Inc.
THRESHOLjl,(SPECIAL IN PECTION REPORT
PROJECT:
CLIENT:
CONTRACTOR:
INSPECTION TYPE:
PROJECT LOCATION: At/104,
MEMBERS / AREAS INSPECTED: Wl;EAU,L
DISPOSITION / RESULTS:
GENERAL NOTES:
Respectfully submitted,
Speciality Engineering Consultants, Inc.
D. Mark LeBlanc, PE
Partner
State of Florida:
Registered Professional Engineer: #0035683
Registered Special Inspector: #1177
Form007 ThresholdSpeciallnspec GG 01/04
DAY:
DATE:
PERMIT No.
TRACKING #:
Dade • Broward • Palm Beach
A --c/
/Y/93435/67-6
�
) f--ros s V . (f /07
G
PERFORMED BY:
f424,6e.�ox.�
App..01
DISTRIBUTION COPY:
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
SPECIALTY ENGINEERING CONSULTANTS, Inc.
Dade • Broward • Palm Beach
STATEMENT OF INTENT AND SCOPE OF WORK FOR ENGINEERED UNIT MASONRY
March 3, 2014
City of Parkland
Building Department
6600 University Drive
Parkland, FL 33067
Re: PROJECT: Heron Bay North — Osprey Lakes Plat 3 — Lot 4H
8085 NW 115 Way, Parkland, FL 33076
Building Department:
We, Specialty Engineering Consultants; Inc, shall personally inspect the entire "Engineered Unit Masonry" system
for this building, including but not limited to the following:
1. Masonry units, mortar, grout and reinforcing steel met specifications.
2. Dowels properly placed with adequate spacing.
3. Steel column ties in columns, pilasters and beam elevation transitions properly placed, tapped and
tied.
4. Masonry field work: head and bed joints, horizontal joint reinforcing installed correctly, cells free of
excessive mortar fins, walls level and plumb tolerances.
5. Monitor grout placement, verify grout slump, proper consolidation of grout and proper low or high
lift grouting procedures were followed.
6. Correct embedment of reinforcing steel, bolts, ties, etc.
7. Compliance with ACI 530-08/ASCE 5-08 and commentaries, approved plans and 2010 FBC.
This letter of intent is to be followed up by an Inspection Certification for Unit Masonry which attests to the above.
Respectfully submitted,
Specialt nee ing Consultants, Inc.
D. Mark L
Partn
anc, PE
State of Florida:
Registered Professional Engineer: #0035683
Registered Special Inspector: #1177
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542
March 3, 2014
SPECIALTY ENGINEERING CONSULTANTS, Inc.
Dade • Broward • Palm Beach
LETTER OF INTENT FOR SPECIAL INSPECTOR FOR TRUSS ERECTION
City of Parkland
Building Department
6600 University Drive
Parkland, FL 33067
Re: PROJECT: Heron Bay North — Osprey Lakes Plat 3 — Lot 4H
8085 NW 115 Way, Parkland, FL 33076
Building Department:
Please be advised that we, Specialty Engineering Consultants; Inc, have been retained by WCI Communities,
LLC to supervise the erection of trusses with bottom chord in excess of 35' or height greater than 6' in accordance
with Section 2319.17.2.4 of the Florida Building Code for the referenced project.
This letter of intent is to be followed up by an Inspection Certification for truss erection which attests to the above.
Respectfully submitted,
Specialty Engineering Consultants, Inc.
D. Mar
P
er
eBlanc, PE
State of Florida:
Registered Professional Engineer: #0035683
Registered Special Inspector: #1177
1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542