HomeMy WebLinkAboutBuilding Permit (2) f ederal Phone: 954-784-2941
RE�EVEd -Fax: 954-784-7875
OQ ngineering a;mln@fed-eng.com
www.fed-eng.com
®OQ esting, Inc. ••
ST. Lucie County, Permitting
I
DATE: 10/17/19 Order No.: 19AR024
CLIENT: Advance Roofing,Inc.
ADDRESS: 1950 N.W.22nd Street, Ft.Lauderdale,FL 33311
PROJECT: FPL—Land Utilization Building
ADDRESS: 6501 S.Ocean Drive; Jensen Beach,FL 34957
ASCE 7-10 DESIGN PRESSURE CALCULATIONS
In Accordance with Chapter 30,Part I
Proiect Information: Flat Metal Deck
Height= 15' Exposure: C Ultimate Windspeed: V„u= 170 mph
Length= 65' Category: II Basic Windspeed: Vnd = 132 mph
Width= 44' Slope: <7° KZ= 0.85
Parapet Wall: <3'
Design Calculations:
Velocity Pressure: q = 0.00256*[(0.85)(1.00)(1.00)(132)1]
=37.9 psf
Width of Pressure Coefficient: 0.1(44') = 4.4'
0.4(15') = 6.0' } use: 4.4'
Effective Wind Tributary Area: <10ft1
For parapet height 3 feet or larger,zone three(3)can be treated as zone two(2)(ASCE 7-10).
External Pressure Coefficient: Internal Pressure Coefficient:
1) GCP1 = -1.0 1) GCPi = 0.18
2) GCP2 = -1.8
3) GCP3 = -2.8
Design Pressures:. File Copy
Zone 1 Field: P1 = 37.9*(-1.0-0.18)= -44.7 psf
Zone 2 Perimeter: P2 = 37.9*(-1.8 -0.18)= -75.1 psf
Zone 3 Corners: P3 = 37.9*(-2.8 -0.18)= -113.0 psf
t NE 5th Avenu •.
AS rton�enmeaa,a (a"
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�� Approved Laboratory ��_
f r Page 2
10/4/19
Flat Metal Deck
6501 S.Ocean Drive
Jensen Beach,FL
RAS 137 Design Pressure Calculations:
Row Spacing = 114 inches
Fastener Spacing = 6 inches
Fastener Density = 4.75 ft2
Fy = 249.4 lbs per fastener
Single Ply Membrane Attachment Requirements:
Based on RAS-117 and N.O.A.#16-0217.01; with a design pressure of-52.5 psf;pages 83 and 84 of 114,
the following are our recommended single ply fastening requirements:
Zone 1 Field: 6" o.c.@ laps in rows spaced 114" o.c. (Full Sheet)
Zone 2 Perimeter: 6" o.c. @ laps in rows spaced 57" o.c. (1/2 Sheet)
Zone 3 Corners: 6" o.c. @ laps in rows spaced 28.5" ox (1/4 Sheet)
Notes: Comers and perimeter area dimension shall not be less than a=4.4'
All work shall be in compliance with the local building code product control notice of
acceptance and manufacturer specifications and the Florida Building Code 2017 edition.
Wind load calculations based on ASCE 7-10 and information provided by client.
All work shall be inspected by our field engineer or city inspector to verify compliance
With specifications.
Sincerely, "
a ;Keith LeBlanc;_P.E
`="° >Fedcral•Engineer ;&.Testing,Inc.
-':F1ori&:R g:.I`?o. 5, 3 4
er ficaf6.'bf hutlibrzation#5471
' Miami-Dade. 'ou_'rity Certification#18-1105.02
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ry� File Cop;
1 NE 5th Avenue •. .% --
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Approved Laboratory ��— y
Dederal Phone: 954-784-2941
E-Fax: 954-784-7875
d0i'lnglneer)ng admin@fed-eng.com
www.fed-eng.com
® Q esting, Inc. _
Dated: October 16,2019 Job Order# 19AR028
RECEIVED
Advanced Roofing
1950 NW 22md Street N O V 15 2019
Ft.Lauderdale,FL 33311
Attn: Connie Scott ST. Lucie County, Permitting
RE: Field Withdrawal Resistance Test
FPL-Land Utilization Building
6501 S Ocean Drive
Jensen Beach,FL 34957
Dear: Sirs:
Pursuant to your request, Federal Engineering & Testing, Inc. (FE&T) has performed a field withdrawal resistance
test in compliance with Testing Application Standard TAS-105 and the Florida Building Code High Velocity
Hurricane Zone at the above referenced site. The purpose of our test was to determine the uplift capacity of the
mechanical fasteners at the above referenced project. FE&T is a Miami Dade Certified Testing Laboratory
(Certification#18-1105.02).
On 10/15/2019 our field representative visited the referenced site and conducted ten(10) field withdrawal resistance
tests on the Drill-Tech XHD screw fasteners into the metal roof deck. All tests were found in compliance with the
Florida Building Code and TAS-105. See attached copies of TAS-105 forms with test results.
The test results presented reflect the condition of the roof system at the time of the test. These results are time and
sample dependent since roof conditions are continuously changing due to exposure to the elements. All tests were
conducted according to the Florida Building Code Test Protocol TAS-105 using a calibrated Comten Industries
Fastener Tester Model No.DFG 2W2000 (see attached calibration).
FE&T is an independent third party providing un-biased testing information and results. FE&T is not affiliated with
our client nor do we have any financial interest in the project or determination of the test results.
Federal Engineering&Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project.
If you have any questions or comments, please give us a call. It has been a pleasure working with you and look
forward to doing so in the near future.
File cu
r z�
-eith;I'eB-anc 'f" :'o' ,�.;/:�:- r Attachments include the following:
f`eu`ezal<Engineering.anl Testing Inc. _ Field Withdrawal Resistance Test Results
Field Sketch
..._.. .�.n -
Florida,P:r,-g.l�umber.'SI��4: . .
ted,•..
Certificate,�f,.'Autbonzat'ion'#5471 Comten Calibration
Miami-Dade-County Certification# 18-1105.02
Oederal
OQ ngineering
Florida Building Code Test Protocol TAS-105 ®Oesting, Inc.
Building Code Compliance Office
Testing Application Standard TAS 105-11
Field Withdrawal Resistance Test Results
General Information:
Job Name: FPL-Land Utilization Building
Job Address: 6501 S Ocean Drive
Jensen Beach,FL 34957
Contact Individual
at jobsite(if any) Connie Scott
Testing Agency/Equipment Information:
Note: The undersigned acknowledges that all testing has been conducted and results have
been reported in compliance with Florida Building Code Test Protocol TAS-105
Testing Agency Name: Federal Engineering&Testing Inc.
Company Address: 3370 NE 5th Avenue, Oakland Park,FL 33334
Company Telephone: (954)784-2941
Company Fax: (954)784-7875
Representative Name: Mr.Keith LeBlanc P.E.
Representative Title: Professional Eng' eer
Signature:
Testing Apparatus: Comten Industries Fastener:Tester Model-l3FG2W2000; T
Oederal
®OQ ngineering
Building/Roof System Information: Area Number: 1
Oesting, Inc.
Roof Area Height 12 ft.
Roof Area Length 53 ft.
Second Largest Dimension 43 ft.
Total Roof Area 2055 ftz
21 sq.
Perimeter Area 688 ftz
(See RAS 117)
Building/Roof System Information: Area Number:
Roof Area Height ft.
Roof Area Length ft.
Second Largest Dimension ft.
Total Roof Area ftz
sq.
Perimeter Area ftz
(See RAS 117)
Building/Roof System Information: Area Number:
Roof Area Height ft.
Roof Area Length ft.
Second Largest Dimension ft.
Total Roof Area ftz
sq.
Perimeter Area ftz
(See RAS 117)
Oederal
' Ongineering
®Oesting, Inc.
Field Withdrawal Resistance Recording Sheet
Component to be secured: Area Number 1
❑ Insulation (Refer to deck dimensions on Page No.2)
❑ Membrane Fastener Type: XHD
❑ Anchor or Basesheet Fastener Manufacturer: Drill-Tech
❑ Woodblocking Predrilled: Yes ❑ No R1
❑ Metal Profiles If Yes,Drill Bit Size: N/A "diameter
0 Resistance Verification Only Hole Depth: N/A
See Section 8 to determine number of tests(If drill is high tolerance include range in 1/1000"tolerance)
Sample&Plan Initial Failure Sample&Plan Initial Failure
Identifier Load(lbf) Roof Area Identifier Load(Ibf) Roof Area
1 835 C 26
2 705 C 27
3 745 C 28
4 816 C 29
5 776 P 30
6 1010 P 31
7 863 P 32
8 910 P 33
9 896 F 34
10 757 F. 35
11 36
12 37
13 38
14 39
15 40
16 41
17 42
18 43
19 44
20 45
21 46
22 47
23 48
24 49
25 50
Fastener Installation Information:
Is the fastener a self driller? R] Yes ❑ No
If yes, list the type of tool used for fastener installation: Cordless Drill
Speed of tool: Variable rpm's
Number of tests conducted: n= 10
* See Section 8 of Test Protocol TAS 105
* Note the locations of all tests on'Building Information"Detail#1,attached)
Oederal
OQ ngineering
Mean Failure Load F= 831.30 lbf
(VOQ esting, Inc.
Sample Standard Deviation Sf—� 91.62 lbf
Minimum Characteristic Resistance Force F'= 809.67 lbf
Notes:
1)Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet
fastener spacing,as outlined in RAS 117,shall utilize the minimum characteristic resistance force(F),determined in compliance with
Section 9 of TAS 105.No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with
TAS 105.
2) A safety factor of 2 to 1 shall be applied to all results of laboratory testing.
3) The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets.
Roof Area 1
(If no parapet wall exists insert"N/A")
1 Foot
y
12 Feet
Ground Level
Building Information-Detail# 1
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NTS-JobAddress-City,State
Products&Solutionsfor the Weighing Industry
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ardinal. Miami Branch"Office,**Sales,*Service, Rentals
Cardinal Scale Manufacturing Co.
CERTIFICATE OF CALIBRATION
OWNER OF ITEM: FEDERAL ENGINEERING REPORT NO.: 34050
SCALE TYPE: PUSH/PULL TESTER CALIBRATION DATE: 08/28/19
MANUFACTURER: COMTEN/ASHCROFT RECALIBRATION DUE: NOVEMBER 2019
MODEL NUMBER: DFG2W2000 TECHNICIAN: SCOTT
SERIAL NUMBER: 21408"/WT#1 CAPACITY: 2,000 LB
PROCEDURE USED: TEST WEIGHT DIVISIONS: .1 LB
THIS DOCUMENT CERTIFIES THAT THE ABOVE INSTRUMENT HAS BEEN TESTED AND FOUND TO BE
WITHIN 5%OF THE FIRST 500 LB.OF A TEST LOAD AND WITHIN 10%OF A TEST LOAD BETWEEN
501 LB AND 2,000 LB
THE STANDARDS USED ARE ALSO TRACEABLE TO THE NATIONAL INSTITUTE OF STANDARDS
AND TECHNOLOGY(NIST).
STANDARDS CALIBRATION DATE: 1112312017
FLORIDA STATE CERTIFICATION NO.: 137
CARDINAL o DETECTO
Miami Branch Office: 3215 NW 20tl)Terrace,Suite 203 - Oakian'dPark,FL33309
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jo m - www.6idinaiScale.domPhone: ; .
)ederal Phone: 954-784-2941
E-Fax: 954-784-7875
031.6 i n ee ri n g admin@fed-eng.com
www.fed-eng.com
(gesting, Inc.
WEIVE®
NOV 16 2019
Dated:November 13, 2019 Sr. Lucie county., Permittinljp) Order# 19AR025
Advanced Roofing
1950 NW 22rnd Street
Ft. Lauderdale, FL 33311
Attn: Connie Scott
RE: TAS-126 Roof Moisture Survey
FPL- Land Utilization Building
6501 S Ocean Drive
Jensen Beach, FL 34957
Dear Sirs:
In accordance with your authorization, Federal Engineering & Testing, Inc. has performed a Roof
Moisture Survey in compliance with TAS-126 and the Florida Building Code Section 1521.12 on
October 15, 2019 at the above referenced project site.
The purpose of our survey was to determine the moisture content of the exterior roof. This is a roof
moisture survey only and is not considered a roof top inspection.
The subject building consists of a C.B.S. structure with a built up roof system over perlite insulation
over ISO insulation over a metal roof deck.
On FOctober 15, 2019 our field engineer visited the site and conducted a nuclear moisture survey. In
addition, 4 core samples were secured to verify the oven dried moisture contents.
All tests were performed according to the Florida Building Code Section 1521.12, Protocol TAS-126
and the Roof Consultants Institute "Standard Practice for the Detection and Location of Latent
Moisture in Building Roofing Systems by Nuclear Thermalization" using a Troxler Model 3216.
Pursuant to the Florida Building Code Section 1521.12; the moisture content of the existing roof
.system shall not exceed 5% by weight in the roof membrane and 8% by weight in the insulation
system.
File COPY
�3370 NE 5th Avenue I OaklandPark Florida 33334
(�ci MIMIAM FDOTT
MSN70 RIBImemftl ■ ,J
Approved Laboratory
OQ ederal
1Ongineering
November 13,2019
FPL-Land Utilization Building 8c ®esting, Inc.
6501 S Ocean Drive
Jensen Beach,FL 34957
Page 2
The following is a summary of the core test results:
Oven Dried Gravimetric Analysis % Moisture
Core Number 1 2 3 4
Grid Core Locations D-9 E-5 H-4 1-1
Built Up Roof 0.9 0.4 0.4 0.2
Perlite Insulation 1.5 1.5 1.7 1.7
ISO Insulation 2.1 3.1 3.5 4.3
Nuclear Reading 5 14 18 32
The moisture content of the existing roof was in compliance with the Florida Building Code Section
1521.12 and Protocol TAS-126 at the time of the inspection. No grid locations were found with trapped
moisture greater than 5% in the roof membrane layers or 8% in the insulation layers. (See attached
roof top plan for locations of corings and results of each test grid).
The test results presented reflect the condition of the roof system at the time of the test. These results
are time and sample dependent since roof conditions are continuously changing due to exposure to
the elements and roof top traffic. It has been a pleasure serving you at this phase of your project and
look forward to doing so in the near future.
� G6„�`
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�® Approved Laboratory
Moisture Gravimetric Analysis Qederal
Client: Advanced Roofing Ongineering
Address: 1950 NW 22rnd Street ®Oesting, Inc.
Ft. Lauderdale, FL 33311 Work Order#: 19AR025
Project: FPL-Land Utilization Building Field Test Date: October 15, 2019
Project Address 6501 S Ocean Drive Laboratory Date: October 16, 2019
Jensen Beach, FL 34957
Test & Location Description Weight Before Drying Weight After Drying Moisture Weight Percent (%) Moisture
Core 1 Grid Point
Built Up Roof 9.91 9.82 0.09 0.9
Perlite Insulation 4.89 4.82- 0.07 1.5
5 D-9
ISO Insulation 3.36 3.29 0.07 2.1
Core 2 Grid Point
Built Up Roof 13.38 13.33 0.05 0.4
Perlite Insulation 2.00 1.97 0.03 1.5
14 E-5
ISO Insulation 2.69 2.61 0.08 3.1
Core 3 Grid Point
Built Up Roof 19.19 19.12 0.07 0.4
Perlite Insulation 2.43 2.39 0.04 1.7
18 H-4
ISO Insulation 2.36 2.28 0.08 3.5
Core 4 Grid Point
Built Up Roof 75.11 74.99 0.12 0.2
32 I-1 Perlite Insulation 2.91 2.86 0.05 1.7
ISO Insulation 1.94 1.86 0.08 4.3
Federal Engineering & Testing Inc. 13370 NE 5th Ave Oakland Park, FL 33319 1954-784-2941
TAS 126 Nuclear Moisture Survey Drawing
Oederal .
Ongineering
®Oesting, Inc.
A B C D E F G H I
1 9 9 8 12 14 14 _13 15 32
2 10 7 10 8 10 8 9 13 15
3 7 8 7 7 10 11 7 9 18
4 6 9 8 9 12 13 12 18 11
0
❑ ❑ N
5 6 8 11 9 14 8 10 11 12
0
6 8 7 7 7 7 6 8
7 6 9 7 7 10 7 9
8 7 7 11 8 8 9 13
9 6 O5 10 7 8 8 6
10 9 11 0 9 9 10 8 10
11 9 8 11 8 8 13 11
Histogram Project Info
18 Mean: 9.64
16 Standard Deviation: 1 3.59
14 Name: FPL-Land Utilization Building
12 Address: 6501 S Ocean Drive
a 10 Jensen Beach, FL 34957
Z 8 Legend
" 6 = Roof Section O = Pipe
4
= A/C Unit ® =Drain
0 # = Cores M =Ponding Water
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1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 '$% Moisture G� =Scupper
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2.FOR INSULATION THICKNESS GREATER THAN W,CONTACT GAFMC CONTRACTOR SERVICES
FOR ALTERNATE MEMBRANE ATTACHMENT REQUIREMENTS.
3.PLATES&SCREWS 6"O.C.READ FOR BA SYSTEMS.
4.COUNTERFLASHING REQUIRED FOR 20 YEAR SYSTEM.
5.APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO •
EDGES(REFER TO DETAIL MAIBA(FA 116). .File cop ,
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2.PLATES&SCREWS 6"O.C.REQ'D FOR BA SYSTEMS.
3.APPLY EVERGUARD0 TPO AND PVC CUT EDGE SEALANT TO ALL CUT REINFORCED
TPO AND PVC EDGES(REFER TO DETAIL MA/FA/BA 115).
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3.PLATES&SCREWS 6"O.C.REQ'D FOR BA SYSTEMS.
4.APPLY EVERGUARD'TPO AND PVC CUT EDGE SEALANT TO ALL CUT
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2.APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED
TPO EDGES(REFER TO DETAIL FD 115).
DRAWING#
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NOTE:
1.DO NOT CUT PREMOLDED BOOT. IT MUST BE PULLED OVER VENT PIPE.
Z TPO SELF,ADHERED PIPE BOOTS MAY BE USED WITH TPO SYSTEMS FOR UP TO A 15 YEAR
GUARANTEE.
3.IF THE PLATES AND FASTENERS INTRUDE INTO BOOT FLANGE AREA,THEN ATARGET MUST FIRST
BE INSTALLED OVER PLATES AND FASTENERS BEFORE BOOT INSTALLATION.
4.APPLY EVERGUARDf TPO CUT EDGE SEALANT TO ALL CUT REINFORCED
TPO EDGES(REFER TO DETAIL MAIFAIBA 115).
DRAWING#
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Scuppers
44'
17'
Drip Edge W.
17' 31'
65'
7'
30'
38'
Scuppers
ROOF PLAN
LAND UTILIZATION BUILDING
File Copy
Florida Building Code 6th Edition (2017)
High-Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is not used,identify as"NA')
Field: 6 "oc @ Lap,#Rows 1 @ 114"oc
System Manufacturer. GAF
Perimeter:J___oc @ Lap,#Rows 1 @57 "oc
NOA No.: 16-0217.01
Comer._-L- @ Lap,#Rows 1 @ 28.Soc
Design Wind Pressures,From RAS 128 or Calculations:
Pmax1: -44.7 Pmax2: -75.1 pmax3: -113.0 Number of Fasteners Per Insulation
Board
Max.Design Pressure,From the Specific NOA
System: -52.5 Field Perimeter__Comer_
Deck Illustrate Components Noted and
Type: Recover(Steel Decd Details as Applicable:
Gauge/Thickness: Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Slope: 1/4"/Ft. Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Anchor/Base Sheet&No.of Ply(s): NA Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Anchor/Base Sheet Fastener/Bonding Material: Material Thickness, Fastener Type, Fastener
NA Spacing or Submit Manufacturers Details that
Insulation Base Layer. DensDeck Comply with RAS 111 and Chapter 16.
Base Insulation Size and Thickness: 4'x8'- 1/2"
Base Insulation Fastener/Bonding Material:
Preliminary Attachment-4 per 4'x8' Board
Top Insulation Layer: NA FT. <3'
Top Insulation Size and Thickness: NA Parapet
Top Insulation Fastener/Bonding Material: Helaht
NA
Base Sheet(s)&No.of ply(s): NA TPO Membrane
DensDeck Roof Board I FT. 15'
Base Sheet Fastener/Bonding Material:
NA Existing Roofing Mean
Ply Sheet(s).&No.of Ply(s). NA RoofHeight
Ply Sheet Fastener/Bonding Material:
A
Top Pty: EverGuard TPO Membrane-60 Mil
Top Ply Fastener/Bonding Material:
Drill-Tec 2 3/8" Barbed XHD Plates& Drill-Tec XHD Fasteners
Surfacing: NA
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