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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICAFION"TO BE'AGCEP.TED
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Date: February 9,2016 Permit Number:
,• . . . 17(;z
RECD° �VE_D
Building Permit Application MAR;0. 1 all
Planning and Development Services PERf�f"T 1 ir�;G
Building and Code Regulation Division St.Lucie Couniy, FL
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax:(772)462-1578 Commercial . Residential
,,7
PERMIT APPLICATION FOR: Roof,
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.S
Site Plan Name: 3198 DOCKAGE WAY Block No.
Project Name: FLYNN RESIDENCE
Setbacks Front Back: Right Side: Left.Side:
i -- r.
'"total Roofing will remove existing Shake roof down to woods Ips,.;;
*Total Roofing will install new 518"CD X plywood, nailed to code ove-'existing wood strips.
'*Total Roofing will install a Peel&Stick waterproofing underlaymen$ -fastened to code and maritifacturer's
specftOons.
*Total Roofing will install 26ga. Galvanized accessory metals to include drip"_edge,valley, L-metal,wall metal, etc., '
primed and fastened to-code.
*Total Roofing will cut hole in plywood and install one(1) new Glass'S4tylight at location of owner's choice,fastenbd•.
to code and manufacturer's specifications. -
"Total Roofng will install a 24ga. 1"Nailstrip w/Striations, Standard Color Metal roofEiystemnianufacturee-specifications.
C�HVAC CSGas: an as Piping T: -LSS..utters T�WinOowsJDoors
ElElectric 0 Plumbing Sprinklers ElGenerator Roof 6 12 Roof pitch
E
Total Sq. Ft of Construction: 4788sf S . Ft'.of First.Fioor:2400sf
36,500.00 n 22'
Cost of Construction:$ Utilities: Sewer L=1Septic Building Height:
M
Name Brian Flynn IN
Name' Juan Martinez
Address:3198 NW Dockage Way Company: Total Roofing System's Specialist,Inc.
City: Palm City State: FL Address: 3201•SE Dominica Terr
Zip Code: 34990 Fax: City: Stuart State: FL
Phone No. ZipCode: 34997 Fax: 772-872-8033
j E-Mail: Phoria No. 772;872-8030
Fill in fee simple Title Holder on next page(if different E-Mail:ieannat q'tplroofingsystems.net
from the Owner listed above) State or Countfy'kicense: CCC1330788
i
ff value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
i
r
DESIGNER/ENGINEER: x Not Applicable MORTGAGEtCOMPANY: x Not Applicable
Name: Name:
Address: Address: `
City State:T City State:
Zip: Phone: Zip: I—� Phone:
FEE SIMPLE TITLE HOLDER: x Not Applicable BONDING COMPANY: x Nat Applicable
Name: Name:
Address: Address: r
City: City:l
Zip: Phone: Zip: i Phone:
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 thepermit 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 fds any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agr 'e that I wili,'in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie CountviAmendments.
The following building permit applications are exempt from undergoing a full concuirrency 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 Cornmencerrnlent: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. If you intend to obtain financing, onsult with lender or an attorney before
commencing work or ree
ording your Notice o m encemeht.
/ . ;{1,` s
Sign Owner/Lessee/ r-actor as ent ner Signatire of Contractor/License I
ySTATE OF FLOWDA ,g STATE OF PLO ,�J�
COUNTY OF - d COUNTY OF `' lgo.p–i r
The for�oiing instru nt was acknowledged b ore me The for oing instrument was acknowledged before me
this -7`""day of ez;'(b_ 20 E�� y this LENay of:1:2h1L -q20 T by
(Name of person acknowledging) (Namelof person acknowledging)
(Si afure of Notary Public-State of Florida) (Signa re'of NotaXy Public-State of Florida)
lo
i P a �OR Produced Identification P all Knovv ? OR Produced Identification
Type of Identification Produced Type of Identifica�inn Produced
. eRY'p�-- Jean ( ie 11%11 R_pr��bi
I Commission No. •`o• G. I Commission No, .``c - �o� Jeawk White
COMM! SI� FF187820 I >z
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EX January 7,2019' _�c ;r= COMMISSION#FF187820
W.AARON OTARY.COM �• o� �
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Revised Q7/].5/201rrunn►��� rip 'R0`O WWW.AARONNOTARY.COM
4
REVIEWS FRONT ZONING SUPERVISOR PLAN VEGETATION SEATURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE '•''
INITIALS Y. '
� I .•r
J
tj—&—]j USE PLANS AND AI.G PRQPDSFD RnK
ARE t,l11,I1(-:7 ( Or
Engineering Consultants, Inc. Tel:772-708 7785 j , , II$ � q � �t,i,�,10fl4�THAT
2237 Woods Edge y1&&OaI:� Y f
"rim To
February 17, 2017
Q014KY WITH 4L APPIX40 Copp
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 Tern 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. CONCEALER FASTENERS OR ATTACHMENTS
Certification:
ARE THE RESPONSIBILITY OF THE
Rsj�I'rJ
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.
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, 13, 2017 was intended to evaluate present conditions for the propose new roof plywood sheathing
to assure'its-irate
- D
Approued, ---:f': OPY Sr LUCIE COUNTY
BUILDING DIVISION
'l
DATE LY (�
/.� ATE
PLANS AND PERMIT
MUST DE KEPT ON Joa off?
Oscar M. Bermudez, P h1 neo INSPECTIOI`t WILL BE P:J;OL)E
FL License No. 55141 C`�"` u---
807
A10A
MIAMI-DADE
o
� MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISIQN Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv
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 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 tq revoke this acceptance,if it is
determined by Miami-Dade County Product Control Section that this produ-,t'or material fails to meet the requirements
of the applicable building code. ,
This product is approved as described herein,and has been designed to comp�y 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 otherv�ise 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 consists of pages 1 through 5.
The submitted documentation was reviewed by Hamley Pacheco,P.E.
NOA No.: 16-1003.07
MIAMI•DADECounlrir Expiration Date: 11/10/21
Approval Date: 11/10/16
Page 1 of 5
APPROVED ASSEMBLIES:
System: Series 1101 Panel 16"Wide
Deck Type: Wood,Non-Insulated
Deck Description: New Construction 19/32"or greater plywood or wood plank.
Slope 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,where the deck is less than 19/32"thick
(Minimum 15/32")the above attachment method must be in addition to existing attachment.
Underlayment: Minimum underlayment shall be an ASTM D-226 Type H installed with a minimum 4"
side-lap and 6"end-laps.Underlaymentshall'be fastened with corrosion resistant tin-caps
and 12 gauge 1 '/a"annular ring-shank nails,spaced 6"o.c. at all laps and two staggered
rows 12"o.c.in the field of the roll, Of,any approved underlayment ham a current NOA.
----�
Fire Barrier Board: Any approved fire barrier having a current NOA..,Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation# 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with Englert's current published installation 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
MAXIMUM DESIGN PRESSURES
Roof Areas Field '' Perimeter and Corner1
Maximum Design Pressures —150 psf —165 psf
Maximum Screw Spacing 6" o.c. 3"o.c.
Bostik 70-05A Sealant N/A (2) 1/S"beads.
Refer to drawing herein.
1. Extrapolation shall not be allowed
-COPV
NOA No.: 16-1003.07
MIAMI•DADECOUNTY Expiration Date: 11/10/21
Approval Date: 11/10/16
Page 3 of 5
MIAMI-
I?ADE
MIAMI-DADE COUNTY
PRODUCT 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.nflamidade.eov/eeonomv
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 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 product'br 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 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 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 consists of pages 1 through 5.
The submitted documentation was reviewed by Hamley Pacheco,P.E.
NOA No.: 16-1003.07
MIAMI•DADECOUNTY Expiration Date: 11/10/21
Approval Date: 11/10/16
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Metal,Panels(Non-Structural)
Materials: Steel
Deck Type: Wood
Maximum Design Pressure —165 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED-BY APPLICANT:
Test Product
Product Dimensions Specifications Description
Series 1101 Length:various TAS 125 Corrosion 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.) panels.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report 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
NOA No.: 16-1003.07
MiaMi•oaoecouNrr Expiration Date: 11/10/21
Approval Date: 11/10/16
Page 2 of 5
Cef�cafe ofAufhorizaSon No.29824
(00;kAr R El E K 17526 Edinburgh Drive
Tampa,FL 33647
TECHNICAL SEF fiC , 14,C {813)4803421
EVALUATION REPORT P1.cainnABumnNG Cau>r 6'Eumm(2014)
Manufacturer. ALPHA PROTEGH ENGINEERED PRODUCT`;SNC. lssued dune 2212015
301 South Blanchard Street s
Valdosta,GA S1601
(229}242-1931
htjE/AYww.alphaorotech.corn
Manutaoturing Locations: Valdosta,GA
QuardyAssurance: RAI?00,Inc.(QUA1990)
SCOPE
Category: Roofing
Subcategory. Underlayments
Code Sections: 1507.23,1507.3.3,1607.5.3 7507.7,3�•,1507.83,;1��07.9,3
Properties: Physical properties }'
REFERMCES
Emil Report No. s'. Standard Year
PM Constuc5on Materials Technologies(x=878) AEP-017-02-M ASTM D 226 2006
• ASTM D 4869 2005e4
RADCO,Inc(17STISM RAD 5212 :.-:::'AC 488 2012
Ramtech Laboratories,Inc.(rST6427) 13075-0"8, AG 188 2012
PRODUCT DESCRIIMON
REX''"SynPeit A mechanically attached,woven polyprlopyiend"undedayrftent(norninaf weight=256
ib/100 )used an alternative to A5 i M'i 226,Type: and Type II roofing undedayment,
REnvnie A mechanically attached,woven polypropylene a4eriayment(nominalweight=2.97
Ib1100fe)used an alternative to ASTM D 226,Type•i and Type II roofing underlaymwdd
TECHNOpiy A mechanically attached,woven polyprl pylene underlayment(nominal weight=2.05
1 1110011F)used an alternative to ASTM D 226,Typal and Type If roofing underiayments .
TECHNO SE A mechanically attached,woven polyp I pyrene a ii'edayment(nominal weight=2.00
1110011F)used an alternative to ASTM D 226, Typo 1 and Type 11 and ASTM D 4869,
Type Il and.1V roofing underiayments: _. PN
ApPuCAMON INSMUCMONSr.
Deck Type: The roof deck shall be constructed of(closely fiiteal;sold sheathing for new or existing
construction. Sheathing shall be insfailed ln'accotdance with FBC requirements. Roof
decks shall have no more than at abufb
. gap I ng;joints. .
Min.slope: 2:12.or slopes less than 4:.:12,•the underlayicient"it be half4apped a full 24"overthe
underlying course.
l .Attachment method: Underlayment shall 'be attached in accord4be 'rwffh the FBC and manuracturer's
Installation instructions. At minimum,rihechaniq`a.�y fastened with inin.l2 ga.corrasion
resistant ring shank nail with mhlminch diameter corrosion resistant round cap to a min.
3144nch penetration, 8' o c. at side acrd end.•laps and 24"o.c in a staggered pattern
along the center tines printed on the;sheet.'Ff4iffde laps shag be a mi*=n 8'wide
Apnsd04.1 F1126i2--R4 Page l of t
This evaluation report is provided for State of Florida product approval under Rule 6102M. The manufacti mx shall notify CREB-=K
Technical Services,LLC of any product changes or quality assurance chanes throughout the duration'for which fhls repofl is valid,
{ This evaluation report does not express nor imply warranty,installation,recommenjed:use,or other product ataibutes that are not
specifically ically addressed herein.
3
• 'i
ALPHA ill"i 1= 1 l E[OMMIR5v PRaDU=,INC.
Underlaymentts'
T9CT- 1lItCAL SERs ICEA LLC
and minimum 6"wide at the-ertd laps.-:Tfie bird ,.er. ent is Installed starting at the eave,
with the length of the roll parallel to the-eave V&'tfi-e printgd side facing up. All side laps
shall be installed to shed water from the.deofd.`
Allowable roof coverings: Asphalt shingles,slate shingles,clay a d corrodes,metal;roof panels and shingles,
wood shakes and shingles w.
L.miwms
1) This evaluation report is not for use in the'HVHZ,
2) l=ire Classlfiaation is not wlthiri the scope of this evaluation.
3) Wind uprdt resistance is notwft#»n the scope of this evaluatiors.
4) Installation of the evaluated product shall comply with this report;tiij:Md,and the manufacturers published'
application instructions, Where discrepancies exist between these;sources,the more restrictive and FBC
compliant installation detall shall prevail.
6) Deck substrates shall be glean,dry,and free front any atx Iegulari4 'and debris. AH fasteners in the deck
shall be checked for protusion and corrected pilon to underiaymerd:plication.
8) The roof deck shall be constructed of closely fitted sheathing for iaevi-or g construction. Roof deck
shall be installed in accordance with FBC requirernen1s, ' t
7) Unless otherwise stated,the minimum roof slope shaft be.in accordance with FBC requirements.
8) All undedaymer ds shall be installed with*the roll length pa el to the•;dave,starling at the eave,and lapped
in success courses Installed up the deck in a manner that etfective*'Aieds water from the deck. End laps
shall be staggered between Courses In aobordance with the 4rranufactiirees application instructions,
9) Contact the manulacturerwhen installing at temperatures below the isiinirnum application temperature.
10) The undertayment may be used as described its other cu me pr int approval documents.
11) Roof coverings shall not be adhered directly to the underlayrnent A'ouf coverings shall be mechanically-
fastened
echanicallyfastened through the undedayment to the roof deck.
12) The underlayment shall be exposed on the roof deck for a n wdmum 30-days unless othemAse stated,
13) All products listed in this report shall be manufactured and i a quality'*.suiance program in compliance with
Rule 61G20-3.
COMPLIANCE STA'T'EMENT :I
L.
The proary ducts evaluated herein by ZachR.Priest, P.E. have dee���nsonstr-40,.Compliance with the Florida Build'usg
Al
Code 6 •Edition(2014)as evidenced in the referenced do. ents'sc�bn*W-b the named manufacturer.
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•'
..;: ,lar`'
2015.06.2
:.�-"'+•:.�57 1��.1�'+�7y,;�f�;j;��sy�: •��,�.'3"'�f,: iAoYt:.�a' i;:r' •..�.•"Hi .r !/�J�/��
.rye;, :�1,v •.ti.. '}:i: ... ��,,.rt �:.� •!r._ 4 :•k.�
-0400 h L' ' 12
Z.
N.
ZaCiiaty R Priest,P.E.
: .c � ..r, r. lgorldi Registration No.74021
c ` tib.:::: , , Ornanizatibn Aro.ANESS41
CER"FtiFICAMON OF INDEPENOMce
CRr=EK Technical Servt LLC does not hav narw1l uta >'
ces, e, a finarrdat irderest In any cornpai y.;dra�urfa 4MM or c6siribu6gq products raider trris'
evahmson.• i
CREEKTecludcal Services,CLC Is not owned,operated,orcordroiled ,�:
6yany company maz:uractrulrtg;or dsttiibu6ng products under this evaltia6an.'
Zachary R Priest,P.E does not have,norwrll acquire,afinancial interest m anycompany rnanufa*t N or astilbuting products under this evaluaffon.
Zachary R.Priest.P.E.does nothave navAO acquire,a finandal irderest lir arty other'ertlSly lnvoivJ11!r&approval process ofibe poduct
E[ or-I�CF'ORT"
APT15Cioi.1 FL12512-R4 Page 2 of 2
! This evaldation report is provided for State of Florida product approval tmderlRule 6162M. The manufacturer shalt notify CREr=K
7echnu l Services,LLG o€airy product changes or quality assurance changes throgghrc :f&.duration forwbich this report is valid
1 This evaluation report does not express nor imply warranty,installation,recommended use,or other product ablates that are not
specifically addressed herelm
'%'
NOTICE-JF PRODUCT CERTIF' -.._-`ATION
"'5 OiLf7
CERTIFICATION NO: NI013292
DATE: 07/06/2016
. � :
CERTIFICATION PROGRAM: Structural
COMPANY: Sun-Tek
CODE: 225-1
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Sun-Tek Manufacturing,Inc. Series "ICMG II (Impact)"
10303 General Drive Aluminum Skylight
Orlando, FL 32824 Configuration: O
Glazing:IG-3/16"Tempered Glass/1/8"Annealed
Glass/0.090"Kuraray Butacite PVB Interlayer/1/8"
Annealed Glass
Frame:W-1283mm(50.5") H-1283mm(50.5")
DLO: W-1162mm(45.75") H-1162mm(45.75")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: 2873 Pa(60 psf)
Water Penetration Resistance Test Pressure:431 Pa(9.00 pst)
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-4017-02A
Expiration Date: March 31, 2020 +' 1!w. ��; �"Opy
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
i
MIAMI-DADS MIAbII-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) T(786)315-2590 F(786)315-2599
Sun-Tek Manufacturing,Inc.
10303 General Drive.
Orlando,FL 32824
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 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 product 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 High Velocity Hurricane
Zone of the Florida Building Code, PSM
DESCRIPTION: ICMG Skylight System
APPROVAL DOCUMENT: Drawing No. STI-00000290,titled"ICMG",sheet 2-0f2, ar b3y Sun+�`Tek
Manufacturing,Inc.,dated August 07,2007,with last revision"A"dated May 04,2015,signed and sealed by James
D. Wells, Jr., P.E., on May 04, 2015, bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state,model/series
and the 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 revises NOA# 13-1010.09 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as
well as approval document mentioned above.
The submitted.documentation was reviewed by Helmy A.Makar,P.E.,M.S.
� NOA No. 15-0513.09
MIAMI•DADECOUNTY Expiration Date: 10/10/2018
Approval Date: 09/03/2015
a aj l o3,Zo 15' Page I
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0425.05
A. DRAWINGS
1. Drawing No. STI-00000290-SHTIISHT2, titled `7CMG", sheet I & 2 of 2,prepared by Sun-
Tek Manufacturing, Inc, dated 06104107, with last revision dated 08107107, signed and sealed
by James A Wells, Jr., P.E.
B. TESTS (submitted under NOA#02-0729.07)
1. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per
PA 203 and Uniform Static Air Pressure Test per PA 202 of "Model ICMG 4949
Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National
Certified Testing Laboratories, Report No. 210-2789-1, 2 & 3, dated 03118102, signed
and sealed by B. Portnoy, PE.
C. CALCULATIONS
1. Anchor Calculations for attachment of skylight to cubing and curbing to decking, dated
08113107, signed and sealed by James D. Wells, Jr., P.E.
D. MATERIAL CERTIFICATIONS (submitted under NOA#02-0729.07)
1. Die drawings No. STI-214 of Deco Ring, prepared by Sun-Tek Manufacturing, Inc. on
6119195.
2. Die drawing No. STI-205 of Curb Frame prepared by Sun-Tek Manufacturing, Inc. on
12126196.
E. STATEMENTS (submitted under NOA#02-0729.07)
1. Code compliance and No-Interest letter issued by Product Technology Corporation on
08127102, signed and sealed by R. J. Quiroga PE.
F. OTHER .
1. NOA renewal request letter issued by Sun-Tek Manufacturing, Inc., dated 08116107,
signed by James Feudner.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-0601.03
A. DRAWINGS
1. Drawing No. STI-00000290-SHT11SHT2, titled `7CMG", sheet I &2 of 2,prepared by
Sun-Tek Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated
October 14, 2011, signed and sealed by James D. Wells, Jr., P.E.
Imy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0513.09
Expiration Date: 10/10/2018
Approval Date: 09/03/2015
' E-1
Sun-Tek Manufacturing,Iite.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Test Addendum for Test Report NCTL 210-2760-1, prepared by national Certified
Testing Laboratories, dated October 17, 2011, certifying the interlayer thickness,
signed by Mark Bennett, Manager of Testing Services (see NOA4I1-0601.02).
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Permitting, Environment, and Regulatory
Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1, None.
3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1011.16
A. DRAWINGS
1. Drawing No. STI-00000290, titled."ICMG", sheet 1 & 2 of 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated May 03,
2012, signed and sealed by Tames D. Wells, Jr., P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. A compliance letter, prepared by J&L Wells Consulting LLC, dated April 25, 2012,
certifying compliance with FBC 2010 edition, sign and sealed by James D. Wells, Jr.,
P.E.
2. Verification 'testing to be performed per letter from National Certified Testing
Laboratories, dated September 18, 2012, signed by Christopher Bennett.
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0513.09
Expirat ion'Date: 10/10/2018
Approval Date: 09/03/2015
E-2
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#13-1010.09
A. DRAWINGS
1. Drawing No. STI-00000290, titled "ICMG", sheet 1 & 2 of 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated May 03,
2012, signed and sealed by James D. Wells, Jr., P.E.
B. TESTS
1. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per
PA 203 and Uniform Static Air Pressure Test per PA 202 of "Model_ICMG 4949
Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National
Certified Testing Laboratories, Report No. 210-3915-02, dated 09/13/13, signed and
sealed by Gerard J.Ferrara, P.E.,.on 09124113.
2. Revised Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure
Test per PA 203 and Uniform Static Air Pressure Test per PA 202 of "Model ICMG
4949 Insulated Glass Skylight with Polycarbonate Inner Liner"prepared by National
Certified Testing Laboratories, Report No. 210-3915-02, dated 09/13/13, revised'on
02/26114, signed and sealed by Gerard J. Ferrara, P.E., on 02128114.
C. CALCULATIONS
1. Anchor Calculations for attachment of skylight to cubing and curbing to decking, dated
10/03113, signed and sealed by James D. Wells, Jr., P.E., on 10/03/13.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources,
E. MATERIAL CERTIFICATIONS
1. None.
5. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. STI-00000290, titled "ICMG", sheet 1 & 2 of 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated May 04,
2015, signed and sealed by James D. Wells, Jr., P.E., on May. 04, 2015.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0513.09
Expiration Date: 10/10/2018
Approval Date: 09/03/2015
E-3
PART NAME:ICMG SKYLIGHT ASSEMBLY FILE NAME:Z:\DWG\DWG\ACAD 2000 DRAWINGS\DADE COUNTY ICMG STI-00000290-SHT1 SHEET 1 OF 2 DWG.NO.STI-00000290-SHT1
DECO CLIP 0.075
6063 T-6 ALUMINUM 17132'
GLASS BITE SILICONE BEDDING
OUTBOARD DSB (CONTINUOUS)
SILICONE TEMPERED SWIGGLE INSULATED
TOP AND BOTTOM GLASS SPACER(CONTINUOUS) STI-214 DECO RING 0.050 MITRED
OF POLYCARBONATE AND WRAP AROUND
(CONTINUOUS) 6063 T-6 ALUMNIUM 1.55 WIDE X 1.1 B"HIGH
INSULATED AIR SPACE INSULATED AIR SPACE 08-32 BOLT W1 NUT
ARGON GAS FILLED ,n 1 ARGON GAS FILLED (7)PER SIDE
TT_ 0.125 X 2'6063 T-6
INBOARt)DSB ALUMINUM FLAT BAR CUT
STI-205(0.1160')MITERED AND STI-6 GLASS TEMPERED WITH WELDED CORNERS
WELDED CORNERS EPDM GASKET
245'WIDE x 3.93'HIGH
6063 T•6 ALUMNIUM
CONTINUOUS WOOD LINER STI 401- 114'
1.16'WIDE X 0,935 HIGH
MAX.
177 POLYCARBONATE SHEET #12X2•PHILLIPSPAN
PALRAM PALSUN OR HEADSCREW(5)PER SIDE
SHEFFIELD MAKROLON GP OR
1.11'MIN.
SABIC LEXAN 9034 EMBEDMENT 2X CURB HEIGHT TO BE
SUFFICIENT TO MAINTAIN
12X 1 12 CLOSED CELLPVC 4'MINIMUM LOWEST POINT
FOAM TAPE OF FRAME TO ROOF SURFACE
SUPPLIED BY OTHERS
LIGHT TUNNEL MATERIAL (APPROVED BY DADE COUNTY)
110 X 2-10 DECK SCREW BY OTHERS(APPROVED min 30°
4"MINIMUM ROOF BY DADE COUNTY)
SURFACE TO LIP ROOFING FELT
DESIGN PRESSURE RATING±80 PSF. FLASHING BY OTHERS IN
LARGE MISSILE IMPACT RESISTANCE ACCORDANCEVNTH NBCA
SHINGLES
(SEE NOTE 1) BUM
SEALANT(CONTINOUS) 0
• 518'MIN.
EMBEDMENT ..
Engineer of Record y NOTE:
James D.Wells, Jr.,P.E. 41— 4'min (1)ALL ROOFING DETAILS SHALL COMPLY WITH ROOF DECK
Protrusion CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE 518-MINIM
Professional Engineer No. 53616 PRODUCCREVISED �Nututli���
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF 0300MOYInBWith the F106J. `���� DAVID{y /Z,
gC
SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT AmptanwNol
J&L Wells Consulting LLC INSULATION.FOR INSULATION AND TILE ROOF ADD N)Im2ionDntoya�8 *�
1453 Arbitus Circle TILE HEIGHT AND INSULATION THICKNESS TO 4". � � - o. 3616 a
(3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL 1,c a r Ice"a°i �p s MS W.
Oviedo, FI.32765 COMPATIBLE WITH ALUMINUM. ; 37' TE OF
_-{407)496-5489 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED.
Certificate of Authorization (5)TESTED TO TAS 201,TAS 202 AND TAS 203.
No.27162
REVISION: 0 E SHT.HT.12'2 OF 2 a REVISION: PRODUCT NAME:
REVISE 1 C M G SUN-TEK MANUFACTURING, INC.
BY: 8SD DATE: 08/07107 BY: DATE: DRAWN BY:JWF DATE: 05/03/201 DWG NO.STI-00000290SHT1 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824
a
PART NAME:ICMG SKYLIGHT PLAN VIEW FILE NAME:H:\DWG\DWG\ACAD 2000 DRAWINGS\DADE COUNTY ICMG STI-00000290-SHT2 jSHEET20F2 DWG.NO.STI-00000290-SHT2
51.375 DESIGN PRESSURE RATING±80 PSF. SILICONE BEDDING(CONTINUOS) OECD RING 0.0506063 T•6 ALUMNIUM
Max. MITERED AND WRAPAROUND
LARGE MISSILE IMPACT RESISTANCE DECO CLIP 0.075
i SILICONE TOP AND BOTTOM OUTBOARD GLASS
OFPOLYCARSONATE DSB TEMPERED(118")
(CONTINUOS)
10.84375 88-32 x 1 bo@w/nut
400 10.84376 Engineer of Record (n par side A N�� g'
10.84375 10.84375 4.0- q•0° James D.Wells,Jr.,P.E.
0.125 X 2•ALUMNIUM FLAT BAR
- - Professional Engineer No.53616 6063Tb BUTT WELDED CORNERS STI-6 GLASS INBOARD DSB
STI-205 DW LDED')MITERED
GASKET TEMPERED(118')
AND WELDED CORNERS
723 J&L Wells Consulting LLC WOOD LINER
ICMG 4949 I 1453 Arbitus Circle 812 X2'PHILLIPS PAN
Oviedo, Fl.32765 HEAD SCREW SHEFRELDM.177 RDLON PO
PNANA PAIHJN OR
412 X 2 PHILLIPS P HD SCREW SANCLES ANOD34 lDNOPOR
(407)496=5489 �°LD"--
7.23 V2x1 pe closed con PVC
FASTENED SKYLIGHT TO CURB FLASHING BY OTHERS IN
(5)PER SIDE Certificate of Authorization ACCORDANCE WITH NRCA roam tape
No. 271��
810 X 2-VY DECK SCREW
#832 X 3/4 BOLT W/NUT ATTACHES I 7.23 �����g�DAVID W��/ (8)PER SIDE LIGHT TUNNEL MATERIAL
!� O( /, 4"min BYOTHERS(APPROVED
51.375 FRAME TO ALUMINUM BAR `���) �1G<N4e`; V. roofsurface to lip ROOFING FELT BY DADECOUNTY)
(7)PER SIDE * o.53616 *�
max �10 M
723 E a.� SHINGLES(1)
2XCURBHEIGHTTOBESUFFICIENTTO
DAYLIGHT OPENING I 'BETWEEN ROOF SURFACE DCE
�
45.5"(MAX)X 45.5"(MAX) '��j �OR10� (1j���` LOWEST UP OF FRAME CURB
/��1 .�,y� �� SUPPLIED BY OTHERS(APPROVED BY
CURB TO DECK FASTENERS 7.23 4/ikA4ti������ BUTYL
UM DADe coUNTY)
#10 X 25' ROOF DEC MINIMUM BUTYLSEALANT �"min
protrusion
I I 723 FASTENER SCHEDULE SKYLIGHT TO CURB FASTENER SCHEDULE CURB FASTENER SCHEDULE
#12 X 2"PHILLIPS PAN HEAD ATO DECK SUB-FRAME TO FRAME
SCREWS #10 X 2-1/2"DECK SCREWS #8-32 BOLT w/NUT
TIPTO MODEL PER PER PER PER PER
TIP LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
5.93 4. 0 51.375 x 51.375 4949 5 5 8 8 7 7 -
5.93 48.375 x 48.375 4646 5 5 8 8 1 7 7
4.00
35.376 x 1.375 3349 5 4 8 6 7 5 i
NOTE: 4.00- 35.375 x 35.375 3333 4 4 6 6 5 5
•(1)ALL ROOFING DETAILS SHALL COMPLY WITH 32.375 x 48.375 3046 5 4 8 5 7 5
CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE PRODUCBV32.375x 32.375 3030 4 4 5 5 5 5
ISBD
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF e8-allying oilh rho FlnrlAa 27.375 x 51.375 2549 5 3 8 5 7 4
SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT Dwldie8eode 27.375 x 35.375 2533 4 3 6 5 5 4
Aoccpmncc No -O SI Y-oq 27.375 x 27.375 2525 3 3 5 5 4 4
INSULATION.FOR INSULATION AND TILE ROOF ADD Gxpi ion Dom y .20/8 24.375x48.375 2246 5 3 8 3 7 4
TILE HEIGHT AND INSULATION THICKNESS TO 4". By 24.375 x 32.375 2230 4 3 5 3 5 4
(3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAlli iDad "=I ' Io 24.375 x 24.375 2222 3 3 3 3 4 4
COMPATIBLE WITH ALUMINUM. 19.375x51.3751749 5 3 8 3 7 3
(4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. 19.375 x 35.375 1733 4 3 6 3 5 3
16.375 x 48.375 1445 5 2 8 3 7 3
16.375 x 32.375 1430 1 4 2 5 3 5 3
REVISION: REVISION: PRODUCT NAME: ICMG SUN-TEK MANUFACTURING, INC.
BY: DATE BY: DATE: DRAWN BY: JWF T DATE: 08/05120111 DWG N0. STI-00000290-SHT2 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824