HomeMy WebLinkAboutPRODUCT EVALUATION REPORT398 East Dania. Beach Blvd.
S-U ,,'I'LDtN' DROOPS
Suite 3,38
A Perfect Solution in Every Drop Dania Beach, FL33004
Certificate of Authorization., 29S78 954.3199.94-78 PH
954.744.4738 FX
contact@bpildingdrops.com
'Not
Of
JELD-MEN, into
Pirentium A,tlantic Vinyll
Impact Ir -Hok tM I . on, I - S-ideir
for
Florida Product Approval,
INI(% "U192.
Current fkrida, BuRding Code
Method: I — A (Certification)
Category: Windows
Sub — Category:, Horizontal-SlIder
Product: Premium A,flawie, Viltyl
I . Impact Morkowill'sli4r,
Mhterm—k PVC
Product Dimensions: 749'x 62"
Pr,eparedl For:
37 11 Di
031,111 cs
t-,Jcmluth FrlLa. mz-4'ryul"
F.
Prepred,by:
-0
Florida
AZ C rl
Professional, Engineer neer 73778
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Date: 0.1/2012014
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to
Contents:
'DP o
EvaluationR6pdrt- Pagges I- — 4
IfIfil'I"I
Installation Details Pbges 5 - 7
Is[ 10%%%
Digitally signed by Hermes F. Norero, P.E. Herriids F. Norero, P.E.
Reason: I am approving this document
: -37 -04'00' 5,4. Florida No. 73778
Date: 2014.03.13 0 6.
DING DROPS
A Perfect Solution in Every -,Drop Date: 01/20/4014
Certificate of Authorization:29578 Report No: 2692
°I nufaeturer: JELD-WEN, Inc.
Product Category: Windows
Product;Sub=Category: Horizontal Slider
Compliance Method: State Product Approval .(1)(a)
Product,14ame:. Premium Atlantic -Vinyl Impact Horizontal'S_lide_ r
74" x 62"
scope: This is a Product Evaluation.Report issued.by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN Inc.
based on Method la of the. State of Florida'Product Approval, Department of Community. Affairs -
Florida Building,Cornmission.
Limits=of:Use:
Hermes F. Norero, P.E.-does not have nor will acquire financial interest in. the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This, product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions NCTI.210-3894-140C, signed and sealed by Hermes F. Norero,,P.E. ,(FL#
73778) for specific use parameters.
1. This product hasbeen evaluated.and is-in..compliance with the current Florida Building Code,
includine the "High. Velocity Hurricane Zone" (HVHZ).
2. Product anchors shallibe as -listed and spaced.as shown on details. Anchor embedment into
substrate material.shall',be;'beyond'.wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering.
5. Site conditions that deviate from the details of drawing NCTI_210-3894-146C require further
engineering analysis by a licensed engineer or registered, architect.
6. See Installation Instructions NCT1:210-3884-1-FBCforsize and des.ign,pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 7
BUILDING, DROPS
1. A Perfect Solution in Every Drop Date: 01/20/2014
certificate
r f icate of Authorization: 29578 Report Nor 2692
Certification Agency: The manufacturer has, demonstrated compliance of
window products in Accordance
with the Florida .Building Code for manufacturing under a Certification.rAgencv
through National Accreditation, & Management institute- (FBC Organization
#CER1773)
Peirforr.nance Standards:
The product -described herein has.been tested per:
0 TAS. 201-94,
0 TAS 202-94
0 TAS 263-94
Referenced Data:
1. Product Testi-ng"performed hyflational Certified TestingIaboratorles
(FB.0 Organization # TST1589')
Report #: NCTI-7.210m3894-01 Report'Date: 12/02/2013
Revision Date: 01/29/2014
2. Certification Agency
Mational"Acdeditation & Management 'Institute
(FBC GrgahlUtion #CEP1773)
Hermes F. Nore'ro, P.E.
Florida No. 73778
Page 3 of 7
.''.BUILDINGDROPS,
7
A, Perfect Solution.in'Every Drop Date: 01/20 2014
'Certificate of Authorization: 29578 Report ,No: 2692
-installation: 1. Approved anchor types and substrates! areas follows:
nailing Fin Installation. -
A. For two,by (2X)-wood,frame substrate .(Min. S.G. =,, 0 .42), use, #IWWood-Screvu typ-e-wpbd
.
frame anchors ofsufficientv, length toachieve :rrflnlmu -embedment of 1'5W into -wood-
framing.
Througk Frame Installation:
A. For two,by fu).woo' d�buc-k:substrate:(MinS.,G.=.0.42.)�-use�,#1.0,'.Wc(dd�SCrLiwt e
installation anchors ofsufficient ld Q type
_gth..V.achJeave -a minimum into
the wood substrate.
'13. For concrete-IMIh. f,'C= 3000pqi) or masonry (,Cqnformsto,A.S?TM'C90)-substrate where
one by (U), nonstructural, wood 'Tapcon
_ood,bucki ' no islemplOyed, use 3/1,eAi9rh e'ter ITW.
type-concretescrew-anchors of'sufficient.length to achieve minimumembediTient of
1.2511 into concrete, or masonry.
C. For .concrete.(Min.-F.c=3000 ',psi),or:masonrV-(.Conforms-to:AS-TM,C,00) I sqbstratevhere
wood. bucking is NOT empf
byed, use 3j,W,ci - larneter IM T4pcon type, concrete screw
anchors of'suff iOent,-Ierigth'to achi&e,.minlmurn embedment of 1.25",into-concrLite or
masonry..
D. For steel stud substrate (Min, 18 Ga., zFy,= 33;k !huse. #101TWA 1E Strewtypdsteelstud
s K
anchors ofsufficient length loachieve,xTiinimuen 3threadk penetration
beyond steel
structure.
Refer to Installation Instructions -(.Mc-T.Lzj0-3894-1-F Q.foranc or p cing,andrn r
8 h s a a e. details of the
installation, requirements.
00-Sign'Tressure:
De jgn-:Frqiisure:RatInd
Positive 50'PSF
1%egiative, 50 PSF
Hermes R. Norero, P.E.
Flbrida:.Na, 73778
.Page 4 of 7
IG
"B"ILDIN DROPS
'Aftrkct Solution in Every Drop Date: 01/20/2014
Certificate of Authorization: 29578 Report No; 2692
Ifl,sta-flation Method
JELD-WEN, inn.
Premium Atlantic Vinyl Impact HorftantaO Slider
Mill Fin Insfallation,
MPOW wam (74, wa�
Hermesf. Nore-ro, P.E.
Florida No. 73778
Pdge, 5 of 7
ILDING DROPS
A Perfect Solution in Every Drop
Date: 01/20/2014
'Certificate of Authorization: 29578 Report No: 2692
JELD-WENg.inc.
Premium Atlanfi, c,Vinyl Im met HOrr zont9d Slider
r -u h-Prame
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Hermes F. Nor.ero, P.E.
Florida'Nm 73778
Page,6.of 7
APerfeCtS61utj bnIn,Evefy,l)rop- Date: 01/2012014
_
C Ifficate afAiithor zation- 2057S
ef Report No: 2692
JELD-WEN, inc.
Premium. Atlantic Vinyl
Impact Horizontal Slider
,Thr,oug,kfr,ame Ls.t_a,l'ia,t,io .-CCOncre �- -e/Masowr , --vv.. Steeft.
'4-mic
Hennes..F.-N - orerq,-P.E.
Florida, No. 73778
Page 7 of 7
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Installation Mates:
GeneraMo@es:.....____._._-._._.______.
i 1 'I Seat flangelframe to substrate. Silt shall be set on a continuous serpentine
bead ofstrueiural grade i 1 Tine product shown herein is designed, tested and manufactured to comply wilh file wind load criteria
silicone caulk when no fastener is used to anchor the sill (typlctnl).
of the adopted International building Code(18C), the International Residential Code(RC), the Florida
2. Use 3116" Tapcon or other approved 3116" fasteners through frame Vrith sufficient length to penetrate a Building Code(F8C) Including HVHZ and the industry requirement for the staled conditions. Y l
minitnum of 1 14ainto concrete or masonry at each location with a 211T min from edge distance. For 2, All glazing shall conform to ASTft9 E 1340.
r concrete (min. fe = 3000p9i) :or masonry substrate (CMU shall adhere to ASTM C90). 3• Ai minimum, gla: ing shell be 3.Omm tempered-10.8mm airspace - 3.0mm annealed -2.3mm SGP j
r 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads 4 Interlayer by Min, ray , 3.Omin annealed. f
to the structure. 'The host structure is the responsibility of the architiscl
or engineer of record for the 4• Use structural or composite shims where required. ! `.
project of installation.
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General Motos:
1. S" 1. The-productshownherein Is daijrfed, tested and manufactured to eDinlyly Mill Ill windfond criteria
eal flapgelfrpffie to substrate, Sill shall be.sat on a Continuous serpentine bead of structural grade e
silicone caulk when no fastener is used to anchor the sill (typical). of the adopted Intelmational,,Bulidi-nO'Code(IK), the International Residential Code(IRG),'the Florida
Building Code(FOP) including HVHZ and requirement for the stated conditions.
2. Use 3i16'T,9pCDIi or-olher approved 1/16�1 fasteners through frame niih sufficient length to penabalea Co - ion
minimum of 1 14' into concrete or masonry M each formllon with a 2 1/2" minJilorn edge dislarfqe. For 1 2 * All gking,sholl conform to ASTM S130,0.
concrete- (min. fo = 30'001)s() nr masonry substrate (C 3. At minfirium, glazing shall W, 3.Omm tempered' Mmm airspace
MU shall adhere
e to ASTM C90) Inleflayer by Ruraray - 3.Omm annealed. - 3.Omm annealed - 2.3min SGP
3. Host structure (wood buck-, masonry, steel) to be designed and anchored to properly transfer all.loads
1 to1he SIRICIU - re. Re 'host structure is the responsibility of the architectorengineer of record for the 4. use structural or composite Wins where requited,
project of installation.
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ftne: (800) 535-3936
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J.GOOSSEN I
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N�L 210
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"YFICAL Or U� AITON WITH FASTENER SPACING
licstaDlation Notr..:; — --•�---- _ _ .- _ _.
.ieal tla,ige :inwi to substrate.
Use 3116"' .i: pan 01 equivalert fasteners"through frame with sufficient length to penetrate a minimum
cif '1 114" In:: co crele or nasenry at each location with a 2112' min from edge distance. For aanenrie
(min f, — J,t1t IDi) ar masonry+substrate (CMU Shall adhere to ASTM C90).
'i. Host'stragh3?e (%voccl buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host itructure is the responsibility of the architect or engineer of record for the
project of installation.
l _`19S schedule adrresses only the fasteners requireMo anrhor,the ,t t9 o B I e-11se
t•ril Jow to achieve the fated desirin pressure up to the size limitations `oe
a , d .it is no' int-,nded as a gulre to-theinstallation process and does o�
ii'Y addrsss the scaling consideration that may arise in.dlfferent.wall �o�
I;n Mom. Fcr the complete ihskillation procedure, see the instructions
I agrrd witlt•the Window or go to
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DE"' 1.Ai AER:
4* zi dra4ig wid is conlenis are confidential and are not to be
!., ; dursrt or copied in whole or.la part or used or disclosed to others
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9. liie Prod-,,a.shown he:,oli -s ues1 ined, ie.�'ed and manufactured to comply with the vrind load criteria
tflt;i adopted InlernaE',bmj Buiiding Code'0Q, the international Residential Code(IRC), the Florida.
71 E uil ding a FEc) Including I-IVHZ and Me i-duslry requirement for the stated conditions.
1,11 lj!aZIna shell corforl_'n IeeASTM E+300.
3, /a minhnurn, glazing e'°all the 5 Min annealed,, 9 mm airspace 13 mm annealed 12 mm PVB by
I#a rrinI i 'i n•Irr, a6111 taIed.
ri. L'iw structurn. I or compeisit. shims where raqu:red.
J. Instt'lllation-methods cF�i :ore interchanged vAkh the same opening.
6., Fal.i=apart i col acti�,e_s; stem is not requireri where wind bome debris protection is mandated by local
tuildinrt1 Ode, ,
7, 114 kimunt zes 2re'bu k sizes and do not include fin or iirmge.
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Phone: (541) 882-34151
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