HomeMy WebLinkAboutRevisions ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: February 9,2016 PermitNumber: 14-71042
t
REQ
Building Permit Application AR, 12017
17
Planning and Development Services
Building and Code Regulation Divisign "j'i-rTING
2300 Virginia Avenue,Fort Pierce FL 34982 St. Lucie county,FL."
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR: Roof
ftl 7011,
Address: 3198 NW Dockage Way,Palm City,FL 34990
Legal Description. WIDE WATERS S/D LOT 5(OR 3184-904)
Property Tax ID#: 4436-510-0009-000-0 Lot No.5.
Site Plan Name: 3198 DOCKAGE WAY Block No.
Project Name: FLYNN RESIDENCE
Setbacks Front Back: Right Side:T Lef:Side:T
r,
i
*Total Roofing will remove existing Shake roof down to wood strips.
*Total Roofing will install new 5/8"CDX plywood, nailed to code over exisfirig wood strips.
3 '*Total Roofing wilt install a Peel&Stick waterproofing underlayment, fastened to code and manufactur`er's
specifications.
� .
*Total Roofing will install 26ga. Galvanized accessory metals to include drip edge,valley, L-metal,wall metal,-etc.,
primed and fastened to code.
metaeefimgk-wdt�hute�rr�lywood-and install e^(1 =nev Gl"as -Skyli h at=to atlon of-owners:choice fastened ti
two code and mancrFacturerspecifeatrons�, +ei W ° ` L � " " f
3 *Total- .00fing-will.install a 24 a. 1"Nailstri w/Striations Standard Color Metal roof systemmanufacturer's
LHVAC Gas Tank Gas Piping _Shutters. (Windows/Doors
11 Electric El Plumbing Sprinklers Generator Roof 612 Roof pitch
Total Sq. Ft of Construction: 98osf S : Ft.of First Floor: 980sf
i Cost of Construction:$ -3�,���� Utilities:�Sewer Q'Septic Building Height: 14'
�r ]
t Name Brian Flynn Name Juan Martinez
'
Address:3198 NW Dockage Way Company: Total"Roofing Systems Specialist, Inc.
j
i City: Palm City State: FL Address: 326,fS E.Dominica Terr
g
Zip Code: 34990 Fax: City: Stuart State:.FL
Phone No. Zip Code: 34997 Fax: 772-872-8033
a
E-Mail: Phone No. 772=872-8030
Fill in fee simple Title Holder on next page(if different E-Mail:jeanne@totalroofingsystems.net
from the Owner listed above) State or'County License: CCC1330788
If value of construction is$2500 or more,a RECORDED Notice of Commencement;is required.
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_ kp.
'0 Nm
W I WE
DESIGNER/ENGINEER: x Not Applicable MORTGAGE.COMPANY: x Not Applicable
Name: Name:
Address: Address:
City:, State: City: State:
Zip: Phone: Zip: i:; Phone:
FEE SIMPLE TITLE HOLDER: x Not Applicable BONDING COMPANY: x Not Applicable
Name: Name:
Address: Address:
City: city:
Zip: Phone: Zip: Phone:
7
I certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a permit will authorize th `p'ermit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. #you intend to obtain financing, consult with lender or an attorney before
commencing work or ng your Notice-ef Commencement.
i - s
Signa of Owner/Less n acto as-Agent for Owner Signature -on actor/Lice of
STATE OF FLOR A v" ST T€-C3F- RtDA
COUNTY OF`""- C�4?9') COUNTY OF_ 0
The for o'�,g instrume t as acknowledged b fore me The forgoing instr4rient was acknowledged before me
this day of r��� 20 Eby this 9�� ay of='' � g'�L��-�920 ��_1by
(Name of person acknowledging) (Name of person:6knowledging)
(Signature of Notary Public-State of Florida) (SignZufe of Notary Public-State of Florida)
P sopa n OR Produced Identification P �1��KL_Z_OR Produced Identification
Type o Identification Produced Tyon Produced
»,,,,,,,, �yAj `n'(� g dean �K. '}e
3 Commission No._r. Bann . YYIIf`�+ Commission No. 'a e I While
=�c �t COMMISSION#FF187820
COMMISSION#FF187820 _ . _
_ �; 7,9019
anuary '��,,cpFPOQ°�� WWW.AARONNOTARY.COM
Revised 07/15/2 ;�;; �°� WWW.AARONNOTARY.COM
REVIEWS FRONT ZONING SUPERVISOR ?LANs VEGETATIQN SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
INITIALS • �.,,• .
3 •
PERMIT# 1702- , O 73:50
3O ISSUE DATE
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
- - -- BUILDING PERMIT
SUB-CONTRACTOR AGREEMENT
Q')1+1 '/\qS S* liav�agreed to be
(Co any Na e/ludividual Nam ) _ 1 'J
the � nCQ Sub-contractor for��p ioe Xn �y S'�. 04 'rte,.
(Type of Trade) (Primary C ntractor)Tf-)e&S U S C oo c t� L L C
For the project located at ` 1 d o C k Q 6 cl rn ,1 FL
( ject Street Address or PropertyAx ID#)
I * ? )ot
It is understood that, if there is any change of status regarding our participation with the above mentioned
project, the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the
filing of a Change of Sub-contractor notice.
CONTRACTOR^SIGNATURE(Qualifier) SUB-C TRACTOR SIGN E( ier)
PRINT NAME PRINT NAME
G&C, o S g C C.(!, ( 3 3 C) -T r (i�
COUNTY CERTIFICATION NUMBER COUNTY CERTIFICATION NUMBER
State of Florida,County of M Q-r_1 l y State of Florida,County of
The
/foregoing
,Dinstrument was signed before me this day of - The foregoing instrument was signed before me this -d y f
'V `a CN .20 /,by�hapr.duced
d. Q,r� 20 y C/11 n�'
who is personally known_oa who is personally known_or has produced a
as identification. as identification.
'K STAMP (azAi�
STAMP
S' ature of Notary Public Sign a of Notary Public
J J LA)
Print Name of Notary Public Print Name of Notary Public
,.•��PdV"rG JEanne K. WhileJEanne K White
COMMISSION#FF187820 ` �"= COMMISSION#FF187820
Q EXPIRES:January 7,2019 =�` = EXPIRES:January 7,2019
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Revised li/16/2016 �qo� ��� WWW.AARONNOTARY.COM 4,��fpFF1�o� WWW.AARONNOTARY
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THESE PLANS AND ALL PROPOSED WORK
® ARE Sl1{:UM TO AM CMICT1ONS
IWC�C7����+
Engineering Consultants, Inc. Tel:772-708 7785& ,M pp ti D QREQ1tiREQ�^r Vf;R,I�E�LD � � Ti'1�►T
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2237 Woods Edge Cir I I`!9 R TO
O N,
February 17,2017
INSPECTION WITH STRUCTURAL CERTIFICATION
Owner: Building at 3198 Dockage Way Palm City FL 34990
TO: Port St. Lucie Building Department—Permit No. 1702-0327 & 1702-0330
Client: Total Roofing Systems 3201 S.E. Dominica Teff. Stuart Fl. 34994
® Installation of a new 5/8" Plywood sheathing for a new Metal Re-Roof System.
Background.
On February 17, 2017 B & B Engineering Inc. was requested by Total Roofing a State License Contractor to
certify the propose installation of the new 5/8" plywood sheathing over existing wood laths for the new Metal
Re-roof systems for the above buildings. CONCEALED FASTENERS OR ATTACHMENTS
Certification: ARE THE RSSRONSIRIM OR THE
CONTUCTOR OF RECORD
The new Metal roof cover systems, will be installed over a new 5/8" CDX plywood shearing attached to
existing trusses roof structure. To meet the required wind loading as per ASCE 7-10, Exposure B, the new
plywood Sheathing will be nailed to the wood laths and existing roof trusses structure using galvanized steel 10
d ring shank nails at 4" on center edge and 6" center field. To meet the required wind load as per 2014 F.B.C.
with 165 MPH GUST, exposure B, The new Metal re-roof will be attached to the new underlayment system as
per manufactures specifications and recommendations, Miami-Dade County Code Compliance acceptances, and
the City of Port St. Lucie Building Department Code Requirements.
Based on the visual inspection, and to the best of our knowledge and professional ability, it is B & B
Engineering Inc. opinion that the propose new roof plywood sheathing will be structural sound and safe.
Limitations. F, -,i L2 FCOPY
--_ L'
Our professional services have been performed, our finding obtained and our opinions prepared in accordance
with general accepted structural engineering principles and practices. This Company is not responsible for the
conclusions, opinions or recommendations made by others based on our findings. The scope of the inspection
on February�,43 bI�U`1f7°was'�intended to evaluate p sent conditions for the propose new roof plywood sheathing
r
to assure its'-ante
Y :;+� •�' OBJ nJ' `.�l 'y � .-...��%w���•-Mr-*s V J D V
Approve 9cs�b ,a P ST LUCIE COUNT(
BUILDING DIVISION
77
FOR COMP
Cr
"ems REVIEWED E
I
DATE
- PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Oscar Ml Bermudez, ---
FL License No. 5514'1 LL
2. . v:Y
/003 *0. 7
...........
-.... /
MI/�MI-DADE J r MIAMI DARE COUNTY
PRODUCT CONTROL SECTION'
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) "t 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION .t Miami,Florida 33175-2474
j •. T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (_NOA) amidade.2ov/eco�noTmy_
Dynamic Metals,LLC
3201 SE Dominica Terrace
Stuart,FL 34997
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The ;
documentation submitted has been reviewed and accepted by Miami-Daae 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 County 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 AIT may immediately revoke,modify,or suspend the use
of such product or material within their jurisdiction. RER reserves the rghttq revoke this acceptance,if it is
determined by Miami-Dade County Product Control Section that this pro lu�t'.or material fails to meet the requirements
of the applicable building code. I ':,
This product is approved as described herein,and has been designed to compy with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code;
DESCRIPTION:Englert Series 1101 Steel Panel
LABELING: Each unit shall bear a permanent label with the manufacturer's:name or logo,city,state and following
statement: "Mzami-Dade'County Product Control Approved",unless othe mise 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 tbXproduct.
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 Miai6Dade 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
jshall be available for inspection at the job site at the request of the Building Official.
3 This NOA consists of pages 1 through 5:The submitted documentation was reviewed by Hamley Pacheco,P.E.
NOA No.:16-1003.07
MADE COUNTY #
- ; Expiration Date:11/10/21
Approval Date:11/10/16
f
Page 1 of 5
3
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APPROVED ASSEMBLIES:
System: Series 1101 Panel 16"-Wide
Deck Type: Wood,Non-Insulated
Deck Description: New Construction`/32"or greater plywood or,wood plank-
Slope
lankSlope Range: 2": 12"or greater
Maximum Uplift See Table A below
Pressure:
Deck Attachment: In accordance with applicable building code,-but in no case shall it be less than#8d annular
ring shank nails spaced 6"o.c: :In reroofing;,w4ere the deck is less than 19/32"thick
(Minimum's/32")the above attachment method oust be in addition to existing attachment.
Underlayment: Minimum underlayment shall be an ASTM ll'�226 Type H installed with a minimum 4"
side-lap and 6"end-laps.Underlayment•shaJI be fastened with corrosion resistant tin-caps
and 12 gauge 1 1/4"annular ring-shanknails. Spaced 6"o.c.at all laps and two staggered
rows 12"o.c,in the field of the rol�k:.:03,any roved underla en�havin a ciaee�t NOAw
Fire Barrier Board: Any approved fire barrier having a current NUA.'Refer to a current fire directory listing for
fire ratings of this roofing system assembly as'weli as the location of the fire barrier within
the assembly. See Limitation# 1.
Valleys: Valley constriction shall be in compliance with.Roofing Application Standard RAS 133
and with Englert's current published installatisi4 instructions.
Metal Panels and Install the "Series 1101 Panel" and accessories•in compliance with the current published
Accessories: installation instructions and details in Englert's Installation Manual. Flashings,
penetrations, valley construction and other details shall be constructed in compliance with
Roofing Application Standard RAS 133.
Panels shall be secured at a spacing listed below in Table A with#10 pancake head screws
of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch.
The adjacent panel shall overlap and be secured to each other with a snap-lock the full
length of the panel.
TABLE A
MAX]Mw DESIGN PRESSU ES
Roof Areas Field .L:; = Perimeter and Corners
Maximum Design Pressures —150 psf —165 psf
Maximum Screw Spacing 6" o.c. ,,, 3"o.c.
Bostik 70-05A Sealant N/A (2) 1/8"beads.
Refer to drawing herein:
1: Extrapolation shall not be allowed _
'-
FLFC
T
d �7
NOA No.:16-1003.07
MJAhtI•DADE Cotrim Expiration Date: 11/10/21
Approval Date:11/10/16
Page 3 of 5
3
�ro
3
.
s
MIAMI•DADE MS nii ,Q' TY
° ERW 4". PRODUCT CONTROL SECTI011I
DEPARTMENT OF REGULATORY AND ECONONUC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE AMMSTRATION DMSIpN '' Miami,Florida 33175-2474 :
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) R• amidade.Eov/economy
Dynamic Metals,LLC
3201 SE Dominica Terrace
Stuart,FL 34997
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the 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 County Product Control Section
(In Miami Dade County)and/or the AM(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 produetsor material fails to meet the requirements
of the applicable building code.
This product is approved as described herein,and has been designed to compfy with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Englert Series 1101 Steel Panel
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 ll,iS,�een 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 NO .Failure to comply with any section of
this NOA shall be cause for termination and removal.of NOA. !`
ADVERTISEMENT: The NQA 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 consists of pages 1 through 5.
The submitted documentation was reviewed by Hamley Pacheco,P.E.
NOA No.:i6-1003.07
MIaMf RADE cot1NTY Expiration hate:11/10/21
Approval Date: 11/10/16
Page 1 of 5
1
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3
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub-Category: Metal,Panels(Non-Struc_tural),.
Materials: Steel
Deck Type: Wood
Maximum Design Pressure —165 psf ^'f
TRApE NAMES OF PRODUCTS MANUFACTURED OR LABELED]8Y APPLICANT:
Test Product
Product Dimensions Specifications Description
Series 1101 Length:various TAS 125 Co* rrosion resistant,BASF Fluoroceram
Width:-16" coated galvanized,standing seam,metal
Height: 1" panels.
Thickness 0.024"(24 ga.)
Min.Yield Strength: 56 ksi
Trim Pieces Length:varies N/A Corrosion resistant,BASF Fluoroceram
Width:varies coated galvanized,standing seam,metal
Thickness 0.024"(24 ga.) p6n6ls.
]EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Reyort Date
BASF Salt Spray 01/18/06
BASF Accelerated Weathering 01/18/06
Architectural Testing Inc. 97806.01-109-18 ,';TAS 100 07/06/10
Architectural Testing Inc. .93745.01-109-18 TAS 125 11/16/09
.ref
NOA No.:16-1003.07
MH! E�touN�Y Expiration Date:11/10/21
Approval Date:11/10/16
Page 2 of 5
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Cerr'ificafe of Authorization No.29824
s 17520 Edinburgh Drive m-af&R EEO E E K
Tampa,FL 33647
kcmicAL SERVIt�Ss .0 f (813)480
! .3421
EVALUATION REPORT FLORtl3&MUII.DING CODE 6'EDMON{2014)
Manufacturer: ALPHA PROTECH ENGINEERED PR0DUCTtN,-i4NC. Issued June 22,20141
301 South Blanchard Street
Valdosta,CSA 31601
(229)24421931
hftp:llwwuvalphaprotech.com {
Manufacturing locations: Valdosta,GA
Quality Assurande: RAPGO,Inc.(QUA1990)
SCQPE
Category: Roofing
Subcategory: Underiayments
Code Sections: 1507Z3,1507.3.3,1507,5.3i
Properties: Physical properties
REFERENCES
Entity Report No. Standard Year
NRI Construction Materials Technologies(TST5878) AEP-017-02-01 .:, ASTM D 226 2006
ASTM D 4869 2005el
RADCO,Inc{17ST1987) RAD-5212 AC 188 2012
Ramtech Laboratories,Inc.gS716127) E3075-04-08 AC 188 2012
PRODUCT DESCRUMON
RDVm SynVeit A mechanically attached,woven polypropylene uhdedayhient(nominal weight=256
Ib1100 2)used an alternative to•ASTWO.226,Typex and Type II roofing underiayments,
REXtrenie A mechanically attached,woven polypropylene u�erlayment(nominal weight=2.97
ib110*)used an alternative to ASTM D 226,Type,i and Type 11 roofing underlayments
TEGHNOpIy A mechanically attached,woven polypropylene u derlaymer t(nominal weight=2.05
Ib1100e)used an alternative to ASTM D 226,Ty' land Tyke II roofing underlaymerrts .
tY:
TECHNO SS A mechanically attached,woven polypropylene urk edayment(nominal weight=2.00
Ib/10011z)used an altemadve to ASTM D 226,Typa i and Type li and ASTM D 4869,
Type 11 and 1V rooting underlayments T
APPLICAiiON INSTRUCTIONS r �AN ,r'1, .1
Deck Type: The roof deck shall be constructed of closely fitted,solid sheathing for new or existing
construction. Sheathing shall be installed In'eccoYdance with FBC requirements. Roof
decks shall have no more than'Is"gap at abutting.joints.
Min.slope; 2:12.Forslopes less than.4:12;.the undertayrrie .;must be half4apped afull 24"over the
underlying course.
..
-Attachment method: Underlayment shall 'be attached in accordan e'.with the FBC and manufacturer's
Installation instructions. At minimum,mechanical}y fastened with min.12 ga.corrosion
resistant ring shank nail with min.14nch dianretex corrosion resistant round cap to a min.
3144neh penetration, W o.c. at side and end,laps and 24"o.c in a staggered pattern
along the center lines printed on the sheet.(h.=side laps shall be a minimum T wide
APT450oi_d FL12542--R4 Page 1 of 2
This evaluation report is provided for state of Florida product approval under Rule BfiWM. The manufacturer shall notify CREEK
Technical Services,ILC of any product changes or quality assurance changes throit.hdut the duration for which this report is valid.
' This evaluation report does not express nor imply warranty,installation,recommendrd.use,or other product attributes that are not
specifically addressed herein. _ _
ALPHA PROTECH ENGINI_ERED PRODUCi5;140.
tlnderlayments'
TECf*VCAL SERVICES,ILLC
"1
and minimum 6"wide at the end laps;The undeil4rhent is installed starting at the eave,
with the length of the roll parallel to the•eade with:the printed side facing up. All side laps
shall be installed to shed water from the-deck'
Allowable roof coverings: Asphalt shingles,slate shingles,clay and concrete t les,metal roof panels and shingles,
wood shakes and shingles z;Z`;•
LIMITATIONS ?i
1) This evaluation report is not for use In the'HVHZ.
2) l=ire Ciassiftcation is not withiri the scope of this evaluation.
3) Wind uplift resistance is notwithln the scope of this evaluation.
4) installation of the evaluated product shall comply with this report,t m FBC,and the manufacturers published
application instructions. Where discrepancies exist between these sources,the more restrictive and FBC.
compliant installation detail shall prevail.
6) Deck substrates shall be clean,dry,and free from anya»egularifies and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to undellaymerrt applicafion.
6) The roof deck shall be constructed of closely fitted sheathing for P&;or existing construction. Roof deck
shall be installed in accordance with FBC requirements.
7) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements.
8) All underiayments shall be installed with the roll length parallel to the;dave,starting at the eave,and lapped
in success courses Installed up the deck in a manner that effectively pheds water from the deck End laps
shall be staggered between courses In accordance with the manufachirers application Instructions.
9) Contact the manufacturer when installing at temperatures below the minimum application temperature.
10) The underlayment may be.used as described in other ourrent.FBC pus Uct approval documents.
11) Roof coverings shall not be adhered directly to the underlayment .d�oof coverings shall be mechanically-
fastened through the underlayment to the roof deck. •
12) The underlayment shall be exposed on the roof deck for a maximum 30-days unless otherwise stated.
13) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R.Priest, P,E..have.demonstrak�cf�icompliance with the Florida Building
Code 6 •F^•dition(2014)as evidenced in the referenced documents subrrirttecl bjre named manufacturer.
Sit1: ;.;.,. .,
•'• Wiz• ;
2015.06.2
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3:55:44
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1„'"q i•4 •` ,"•'',x:•..t?;t.:;..�:.ti:%:�ly�n ,'y,�,y;��.Fr•'%�w'�r,'d•; mt:
• �:•,'k.Y ':y.: M'•�r:• .;,�:•• +�.+. ..:3.y. .. .jp:r}t:.K,t...• :t.::'
-0400
,.,�j .;:::,,�;�.••�• Zacii;:'R.Priest,P.B.
rlda R istrati
•.,.�,-c�"3 -•�.:-.';�`••'' •:r: F!o eg on No.74021
' Y�►�' ::�<.. , Crgauzatibn No.ANE9641
Cr=KnFiCATION OF INDEPENDENCE v
CREFK Technical servioes,LLC does not have,nerwli it acgtdi%a financial interest in any cemparz-.M' rtufact 1nng or distributing products undertbrs
evaluation..
CREEKTerhnicalSendoes,LLQ rsnot owned,operated,orconhii1 dbyanycompanymanufacturinger"disttibutingprodceisunderthlsevalualom
Zachary R.Priest,P.E,does not have,norwill acqutre,afinancial interest in anycompany manulaebiiiiig or dfsbibuting products under this evaluation.
i Zachary R.Priest.P.E,does not have,noruln acquire,a financial interest in any other entity fitvoivediKthe approval process of the product,
r
i
END of P.EPogr' ,
APT1MOM FL12512-R4 Page 2 of 2
l This evalthation report is provided for State of Florida product approval under Rule 61G2k-3. The manufacturer shag notify CREEK
Technical Services,LLC of any product changes or qualify assurance changes thraughoUl9he duration for which this report is valid.
This evaluation report does not express nor Imply warranty,installation,recommended use,or other product atiniiutes that are not
specifically addressed herein. y,'
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