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OFFICE USE ONLY: d
DATE FILED: N'r.\ \-, PERMIT# I O "l O L ✓
REVISION FEE: S da RECEIPT#
PLANNING& DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
Aft
FORT PIERCE,FL 34982-5652
FILt %dopy (772)462-1553
APPLICATION FOR BUILDING PERM IT REVISIONS'
PROJECT INFORMATION / i
LOCATION/SITE I LUCIE Co TY
ADDRESS: j BUILDING DIVISION
REVIEWED
REVIEWED BY
DATE C -
DETAILED DESCRIPTION OF PROJECT q PLA s A D PER r
MUST BE KEPT ON 40B OR
REVISIONS: I NO INSPECTION WILL BE MADE
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CONTRACTOR INFORMATION: ` `+
STATE of FL REG./CERT. #: C -t r LJ Z l S O ST.LUCIE CO CERT.#:
BUSINESSNAME:
QUALIFIERS NAME:
ADDRESS: t J
CITY: '97A `(j \ %CAA STA E: — C
PHONE(DAY IME): 0C'1'z-- FAX: Ib r % P RD V O-Frh<
S d- a C RS I ONS
OWNERIBUILDER INFORMATION: `R`2CUIRE"D BY FIELD WSPECTOP,S TRATi
- rldl"Y vE NECESSARY IN ORI�F�a TO
NAME: �O b�r� � er , Cy.a� LY�1jTI-I A.�..A, r LlCt;BLE CCVES,
ADDRESS:3 5Z U CtAc P `� I l
CITY: ,q e r ST zip:PHO (DA 2 vF-2 — Ct F
72
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ARCHITECT/ENGINEER INFORMATION:
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NAME: 9
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIlVIE): FAX}, d
SLCCC: 9123109
Revised 06/30/17
REVISION I _
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PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#1 14
Port Saint Lucie,FL 34984
Phone (77' 2) 785 - 9888
Email pwelchinc@aol.com
July 13,2017
Re:Humphrey Re-Roof
358 Notlem St.
Fort Pierce,FL F- ILE COPY
SCOPE OF WORK:
Remove existing roofing on existing residence roof.
Renail existing wood deck(sheathing).
Install new roofing Self-Adhering SBS Roofing.
DESIGN CRITERIA:
FBC 2014
ASCE7-10
PROJECT DATA:
Building Height(ft)= 8
A(ft)= 3
Mean Roof Height(ft)= 10
Roof Pitch= 2 /12
Shape= MONO SLOPE GABLE
Adjustment Factor= 1.00
Improtance Factor= 1.00
Wind Velocity= 160 mph(Vult)
Exposure= C
Enclosure Class= ENCLOSED
Inter.Press. Coef 0.18
APPLIED UPLIFT DESIGN PRESSURES ON ROOF (ASCE 16-31
Zone 1 (Field)= 38.70 PSF)
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Zone 2 (Perimeter/Ridge) -PSF)
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64.90
Zone 3 (Comers)= 97.70 PSF)
'X
P�ql.-Welch, P.E.
'..
29945
Rdg-30
f3- 2017
358 Notlem St Fort Pierce,FL 1 of 4
COPY,- 111 r Oq E P LA'NS A ND ALI. PROPOSED Wrli�
k'r.;'� SUUJECT, TO ANY 100 MEIC11%111-1
UIRED BY FIELD INISPECTORS TH.11,"I'
ROOF DATA: LUAU BE NECtSSARY IN ORDER TO
CC %VJTH'rA-LL APFUABLE COME&
Manufacturer: Tarco Sepcialty Products,Inc.
Type: SBS Modified Bitumen
NOA#: 12-0703.06
System Type E(l)Base sheet Mechanically fastened page 8of 10
Design Pressure: 60 (-PSF)
Membrane Type: One ply of LeakBarrier EasyStick Plus (self-adhered).;
Ply Sheet: One ply of LeakBarrier EasyStick Plus(self-adhered),
Deck: lx12 Plank
Base Sheet: One ply LeakBarrier EasyLay
Fasteners: 12 ga. Annular ring shank nails with min.!32ga., 1519" diameter tin-
caps
(spacing per base sheet attachment requirements)
BASE SHEET ATTACHMENT REQUIREMENTS:
AP
ZONE 1 : Base sheet attached to deck with Fasteners as specified above
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(Field) at 7 11 O.C. in( 4 )rows. One row is in the side lap. The other rows
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are equally spaced approximately 9 "O.C. in the field of the sheet.
(METHOD PER NOA) Design Pressuie(-PSF): 60
ZONE 2 : Base sheet attached to deck with Fasteners as specified above
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(Perimeter/Ridge) at 5 11 O.C. in( 4 )rows. One row is in the side lap. The other rows
are equally spaced approximately 9 "O.C.in the field of the sheet.
(ENHANCED FASTENERS) Design Pressure(-PSF): 74.67
ZONE 3 : Base sheet attached to deck with Fasteners as sp
ecified above
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(Comers) at 3 11 O.C. in( 4)rows. One row is in the side lap. The other rows
are equally spaced approximately 9 OIC. in the field of the sheet.
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(ENHANCED FASTENERS) Design Pressure(-PSF): 124.44
Paul Welch,P.E.
-Reg.No 29945
_,-July 13,2017
358 Notlem St Fort Pierce,FL 2 of 4
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ATTACHMENT CALCULATIONS FOR ENHANCED FASTENERS FOR ZONE 2:
PER RAS 117 j
FS X(114)
(P)X(R S)
FS=fastener spacing(in)
fy =DP X(sq.ft. /fastener) = 23.33 (1b/fastener)
P =(design pressure req'd for zone 2) = 64.9 (lb/ft2)�'
RS=row spacing
P g= 9 (�)
23.33 X 144
FS=---------------- = 5.75244(in/fastener) fasteners @ 5 "O.C.
64.9 X 9
ATTACHMENT CALCULATIONS FOR ENHANCED FASTENERS FOR ZONE 3:
PER RAS 117 I'
FS X(114)
(P)X(R ) f 1
FS=fastener spacing(in)
fy =DPX(sq.ft. /fastener) = 23.33 (lb/fastener)
P =(design pressure req'd for zone 3) = 97.7 (lb/ft2) -
RS=row spacing= 9 (in)
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23.33 X 144
FS=--------------- = 3.821221 (in/fastener)-*fasteners @ 3 "O.C.
97.7 X 9
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All work to be in compliance with product approval, manufacturer's specifications, and the
Florida Building Code 2014.
FILE COPY
Imo• � ~' -+. - -
= - Paul Welch,P.E.
-Reg.No 29945
July 13, 2017
358 Notlem St Fort Pierce,FL j 3 of 4
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ROOF ZONE PLAN nts...
A=3 feet
ZONE DESIGNATION(TYPICAL).;=
Paul Welch,P.E.
Reg.No 29945
July 13,2017
358 Notlem St. Fort Pierce,FL = _ 4 of 4
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MIAMI•DADE MIAMI-DARE COUNTY
e Public Works
St: Lucie Co O�,D�J.igT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �www.miamidadesov/economy
Tarco Specialty Products,Inc.
One Information Way
Suite 225
Little Rock,AR 72202 COPY
SCOPE:
This NOA is being issued under the applicable rules and regulations governinglthe use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami,Dade Countyl,Product Control Section
(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this pri'duct or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Flonda Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
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DESCRIPTION: Tarco Self-Adhering Modified Bitumen Roofing Systems over Wood Decks
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LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,'city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA#12-0221.02 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0703.06
MIAMI•DADE COUNTY Expiration Date: 11/08/18
j Approval Date: 11/14/13
Page 1 of 10
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ROOFING SYSTEM APPROVAL
Category: Roofing
Sub-Category: Modified Bitumen
Material SBS
Deck Type: Wood
Maximum Design Pressure: -60.0 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
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LeakBarrier®EasyLayTnt 3 x 133 4»rolls ASTM D 226 Mechanically attached, asphalt coated
Type H polyester base 'sheet.
LeakBarrier 3' x 72' rolls ASTM D 6163,Type I Self-adhered,fiberglass reinforced,
EasyBaseTM smooth surfaced SBS modified bitumen
base ply membrane.
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LeakBarriee EasyStick Y x 36' rolls ASTM D 6164,Type I Self-adhered,polyester reinforced,
P1usTM granule surfaced SBS modified bitumen
cap ply membrane.
LeakBarrier 3' x 72'rolls ASTM D6163 Self adhered,glass fiber reinforced,
EasyTorch7 SA Base Type I smooth surfaced,SBS modified bitumen
base ply membrane.
LeakBarrier® 39 3/8" ASTM D6222, Polyester reinforced, smooth surfaced,
EasyTorch7 APP x 32'10"rolls Type I APP modified!bitumen torch applied cap
Smooth membrane.
LeakBarriero 39 3/8" ASTM D6222, Polyester reinforced,slate flake surfaced,
EasyTorch7 APP x 32'10"rolls Type I APP modifiedibitumen torch applied cap
Granular membrane.
APPROVED INSULATIONS:
TABLE 2 '
Product Name Product Description Manufacturer
(With Current NOA)
SECUROCK Gypsum-Fiber Roof Rigid,gypsum-based board stock ; United States Gypsum
Board Corporation.
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NOA No.: 12-0703.06
MIAMI-DADE COuNTY Expiration Date: 11/08/18
Approval Date: 11/14/13
Page 2 of 10
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APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. #12 Standard Roofgrip, Roofmg and insulation fasteners, Various OMG,Inc.
OMG Heavy Duty with#3 Phillips head.
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2. OMG 3"Galvalume Steel Galvalume steel stress plates. 3,"round OMG,Inc.
Plate
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3. Trufast#12 DP Fastener Insulation fastener for wood, I Altenloh,Brinck&Co.
steel and concrete U.S.,Inc.
4. Trufast#14 HD Fastener Insulation fastener for wood, Altenloh,Brinck&Co.
steel and concrete U.S.,Inc.
5. Trufast 3"Metal Insulation Galvalume steel stress plate 3"round ! Altenloh,Brinck&Co.
Plate U.S.,Inc.
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EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report ! Date
Exterior Research&Design, T6460.06.07-R1 TAS 114(J) 10/16/07
LLC T6470.08.07-R1 ASTM D6163 09/06/07
ASTM D6164
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PRI Asphalt Technologies TOT-041-02-01 ASTM D226 ' 06/05/06
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Southwest Research Institute 10.16924.01.220a ASTM E108 11/02/12
10.16924.01.220b ASTM E108 ! 11/02/12
Trinity ERD T43410.05.13 ASTM D4i601 05/23/13
T35450.12.11 ASTM D6222 12/21/11
T43940.05.13 ASTM D6222 05/01/13
T42610.07.13 ASTM D6164 07/29/13
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i NOA No.:12-0703.06
MIAMI•DADE COUNTY Expiration Date: 11/08/18
Approval Date: 11/14/13
Page 3 of 10
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Membrane Type: SBS
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Deck Type 1: Wood,Non-Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E(1): Base sheet mechanically fastened.
All General and System limitations apply.
Base Sheet: <.One ply-of-LeakBarrier®EasyL-ayTM--°fastened-'to_the deck-as-described below.
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Fastening 41: _ -Attach base sheet using 12 ga. annular ring shank nails with min. 32 ga., 1-5/8"diameter tin-
caps-spaced 7"o.c.in the 4"lap and 7"o.c.in three,lequally spaced,staggered center rows.
Fastening#2: Attach base sheet using#12 Standard Roofgrip or OMG Heavy Duty fasteners with OMG 3"
Galvalume Steel Plates or Trufast#12 DP or Trufast,#14 HD Fasteners with Trufast 3"
Metal Insulation Plates spaced 10"o.c. in the min.4 j'lap and 10"lo.c.in two,equally
spaced, staggered center rows.
Ply Sheet: --'Grie-ply-of-LeakBdff-er:�-EasyBaseTM self-adhered.
Membrane: r .One ply.of LeakBarrier�asyStick P1usTM self-adhe led.
--_ - -- -
Surfacing: (Optional) Install one of the following to obtain required fire classification.
1. Gravel or slag at 400 lbs/sq or 300 lbs/sq,respectively,in a flood coat of
approved asphalt at 601bs/sq.
2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free
Aluminum Roof Coating at 1'/z gal/sq.
Maximum Design -60 psf (See General Limitation#7.)
Pressure: j
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I NOA No.: 12-0703.06
MIAMI•DADE COUNTY Expiration Date: 11/08/18
Approval Date: 11/14/13
Page 8 of 10
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WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product. i 1
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4'x 4'maximum. '
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 121bs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of-451psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the!fastener value, as field-tested, are below
275 lbf.insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a!specific system. Should the
fastener resistance be less than that required, as determined by the Building Official! a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be
submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing
Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated iJ compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When.this limitation is specifically referred
within this NOA,General Limitation#9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA,General Limitation#7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code. 1
END OF THIS ACCEPTANCE
ML l C(OPY
NOA No.: 12-0703.06
MIAMI•DADE COUNTY ,
Expiration Date: 11/08/18
• Approval Date: 11/14/13
Page 10 of 10
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