HomeMy WebLinkAboutProduct Approval Florida Building Code Online
q v
Me.
ti
.»u"ir�at..'���"y�'.)lf �t'
BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
BusinessfY
@USER:
ProductProfessit�, Pubuc User
Approval
r t
ProduCt w xov.I Me nu>Prod—nr An h ati n ' arC h>a ,li a ion List>Application Detail
FL# FL16468-R8
Application Type Revision
Code Version 2014
9 Application Status Approved
Comments
Archived
' 1
Product Manufacturer JELD-WEN
J Address/Phone/Email 3737.Lakeport Blvd
Klamath Falls, OR 97601
' (800) 535-3936
{ fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
{ fbcl@jeld-wen.com
J Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeId-wen.com
j I
Quality Assurance Representative
i Address/Phone/Email
r -
j- Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑� Evaluation Report- Hardcopy Received
Florida.Engineer or Architect Name who developed the Hermes F. Norero, P.E.
t Evaluation Report
Florida License PE-73778
s Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 01/01/2018
Validated By Locke Bowden
4. ❑� Validation Checklist- Hardcopy Received
•1
s Certificate of Independence FL16468 R8 COI COI)W 55 2015-04-27.pdf
1 1 Referenced Standard and Year(of Standard) Standard Year
TAS 202 1994
i f
1 Equivalence of Product Standards
y Certified By
CtiC y
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvXaHHDwAAybi8X63XgEOj%2b%2f°/a2fWgpShKFc8hhMa%2b8zaLpw%3d%3d[9/28/2015 1:46:23 PVI]
Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/22/2015
4
71
Summary of Products''
FL# (Model,Number or Name Description I
116468.1 Design Pro/Smooth Pro Fiberglass Single(X) Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
i'•` i
I Outswing
i I Limits of Use Installation Instructions
Approved for use in HVHZ:Yes I FL1.6468 R8 II A01.0861A.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
I Impact Resistant: No ; Created by Independent Third Party: Yes
I Design Pressure: N/A I Evaluation Reports
Other: FL16468 R8 AE PER3472.pdf
. Created by Independent Third Party: Yes
........ _ ..... — —
_T_ —
"' 16468.2 Design Pro/Smooth Pro Fiberglass Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
I Outswing I
Limits of Use Installation Instructions — —
j Approved for use in HVHZ:Yes FL16468 R8 II A010862B.pdf
a i Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports I
Other: FL16468 R8 AE PER3473.pdf
i
Created by Independent Third Party: Yes
I # 116468.3 i Design Pro/Smooth Pro Fiberglass Double(XX) Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and
Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL1.6468 R8 II A010863A.p_df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
4 v1 Impact Resistant: No ( Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
d ( Other: ( FL16468 R8 AE PER347411df
Created by Independent Third Party: Yes
16468.4 Design Pro/Smooth Pro Fiberglass Double(XX) Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and
Outswing
� .
Limits of Use —�— _ — — Installation Instructions _ v
Approved for use in HVHZ:Yes
FL16468 R8 II A010864A
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
I Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R8 AE PER3475.12df
i
Created by Independent Third Party: Yes
116468.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Opaque Door 9-0 x 6-
a j 8 and 9-0 x 8-0 Inswing and Outswing
¢ Limits of Use Installation Instructions
ij t 1 Approved for use in HVHZ:Yes FL16468 R8 II A010865A.odf
4 1
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R8 AE PER3476-odf
' Created by Independent Third Party: Yes
16468.6Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Glazed Door 9-0 x 6-8
{ and 9-0 x 8-0 Inswing and Outswing
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvXaHHDwAAybl8X63XgE0j%2b%2f%2fWgpShKFc8hhMa%2b8zaLpw%3d%3d[9/28/2015 1:46:23 PM]
Florida Building Code Online
- i Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R8 II A0108668 adf
i Approved far use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes j
x" Design Pressure:N/A Evaluation Reports i
Other: FL16468 R8 AE PER3477 odf
a
Created by Independent Third Party: Yes
i`
-----...
i- 16468.7 Design Pro i Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XXJ O,XX,O)Opaque Door 12-
0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R8 Ii A010867A Ddf
( Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes f
. . Design Pressure- N/A Evaluation Reports
Other: FL16468 R8 AE PFR3478.Ddf
Created by Independent Third Party: Yes
16468.8 — Design Pro J Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O)Glazed Door 12-
I 0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
t ? Approved for use in HVHZ:Yes FL16468 R8 II A010868A Ddf
Y: Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
s k Other: FL16468 R8 AE PFR3479 Ddf
{ ; Created by Independent Third Party:Yes
i
M FM
21
6 {
Contact Us:: 1940 North Monroe Street Tallahassee FL 42399 Phone:850-487-1824
The State of Florida is an AA/EEO employer,Copyright 2007-2013 Stateof Florida. ::Privacy Statement::Rc ssibili vStatement Refund Statemen
3 j Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
i =• 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
- I one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click tom.
I Product Approval Accepts:
�
owe
i
securitV.No;i titcs
Mi Mt
f
i
http:/hswmv.floiidabuilding.org/pr/pr_app_dti.aspx?param=%vGEVXQwtDgvXaHHDwAAybl8X63XgEOj%2b%2f%2fWgpShKFc8hhMa%2bgzaLpw%3d%3d(9/28/2015 2:46:23 PM]
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
§+ Dania Beach,FL 33004
A Perfect Solution in Every Drop
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
April 27, 2015
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: 1ELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR.97601
Dear Sir(Madam),
To the best of my knowledge,the above-mentioned product conforms to the current
edition of the Florida Building Code.
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s)for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted, ``%jjir111i1jtj���
SES F' O
�O
7
' fpr.-:'p�0 ��
Digitally signed by Hermes F.Norero,P.E.
/ON AU
% Reason:I am approving this document
Date:2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Page 1 of 1
PH tPARED BY
-7,1'MAX.O.A.WIDTH
BUILDING DROPS,INC.
JELDVEN. Nk
WINDOWS & DOORS
ID
O
DESIGN PRO/SMOOTH PRO FULL LITE A
NON-IMPACT . INACTIVE
zoACTIVE 98
z z
in-3
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) ffi L9 oz
z
t-
C) Z 1 z
GENERAL NOTES;
L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH THE CURRENT FLORIDA >z
Lu<
BUILDING CODE(FOC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWINGIle lee, rya
- TAS 202-94 1 TYP.ELEVATION IwID
D _j
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY Oil ZX FRAMING AS A MAIN WIND FORCE <
Q U
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE "MAX, A.WIO
in
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF in
INSTALLATION. stu
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY HOT REFLECT ACTUAL CONDITIONS FOR CL
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED or
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT. REMARKS BY DATE
-i
kdd MP Lock&Radius Lt aL 6119/14
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE,
12
0
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN
INACTIV ACTIVE 0 1.,T11. =11.P
GLASS,DECORATIVE AND EXTERNAL AND INTERNAL,WROUGHT IRON.RADIUS(SHAPED)UTES ARE QUALIFIED 0
FOR 6',B"DOORS TDP4.60 ONLY.
z -
RATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING 4,iii
7. NOTE:AFCO H-491 SILL MEETS WATER INFILTRATION 0a. F
_T
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT:PRODUCT 0
LOT CT BY
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT iS%1.0
�zx
2A S
KI
Typ
ELEVATION 2
TABLE OF CONTENTS NO D;qiolly signed by Hermes F.Nvew.P.E.
0"
0 1 E
SHEET REVISION SHEET DESCRIPTION NW.—IVETAND ACTIVE DOOR PANEL Reason;I am approving thk document
ORIENTATION
10
I I A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES TIN Y 15 INTERCHANGEABLE. Date:2014.07,06 09:51.41-04'00'
2 A —TYPICAL AN CHOR LAYOUTS AN 0 NOTES MAX.OVERALL DATE; 02.05.14
3 OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE DESIGN PRESSURE(PSF) MISSILE DWG. Y: CHK.A
CONFIGURATION -I-- - IMPACT GL/TJM I SS MSS
INSWING O�TSWING
4 VERTICAL ASSEMBLIES WIDTH HEIGHT RATING SCALE: NTS
5 A HORIZONTAL ASSEMBLIES I POS, NEG. NEG-
6 A GLAZING DETAILS xx 6!-40' 61�8. 60- 60 60- 1-60 -6.4:AO10864A
I [W9X RAVILES a SHEET: OF7
7 WOOD SUBSTRATES ;64 1
8 CONCRETE SUBSTRATES xx a-o I
9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET I FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NO US: NLEPAR[D BY.
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S),MAXIMUM ALLOWABLE FE TABLE —/4•'MAX,O.A.WIDTH—
SHIM STACK TO BE 114 INCH,SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS.SHIMS)SHALT.BE FOR QTY. BUILDING DROPS,INC.
svae nnnu i,moi a:vu,nc.fsa
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 11/2"TYP. uunau4cx ns:x+
3"TYP- 3"TYP. i+i:tvsa�anaa�e
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LI MITER TO na:[m;al+<a.nxi
STUCCO,FOAM,BRICK VENEER,AND SIDING.
G2 — — — — G2
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 7
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR -v
MANUFACTURER'S INSTALLATION INSTRUCTIONS. � I
ti O a°
I
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLA'f ION ANCHORS INTO MORTAR
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE x i O Z n v
SHELL OF BLOCK. m
m i m z¢
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK m n s ~ O 2 Q m F
CONCRETE/MASONRY CONSTRUCTION, z m = 8 CI z F_<
m Y
T INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE -�`G Z z 2
FOLLOWING PROPERTIES: `+ ® ¢o pO
=NI ` g
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. o z �
r¢, N Z F-Jy
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 300O PSI. cc f3.)
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH I t % CD O ",
W r
OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O U �c
PSI. �
D.HOLLOW BLOCK CML)-UNIT STRENGTH CONFORMS TOASTM C-90 WITH MINIMUM COMPRF.SSIVF.STTiENGTH - z )�q
OF 2000 Psi, IN LVE ACT E Q
S. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR f=
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. 1=
A2 3"TYP. A2
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM D2 3"TYP. T D2 REMARKS BY DATE
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR LAYOUT W MP lock&Radius Lt:GL /19/14
�jTYP.
ANCHOR TABLE ds oR a•.G•fxwR xn�art
618"DOORS 8'0"DOORS
xor6evsovnvRc
KaTgUiKNR[N[Dxif4i0f Bu,Ih:NG°R001 WC
ANCHOR TYPE
ANCHOR SUBSTRATE MIN. MIN.EDGE R OF urte.rwrs urafnsfa ii�iwG+mxGurxcR
MAX.O.C. MAX.O.C.
SIZE EMBEDMENT DISTANCE ANCHORS AT fJ OR
ANCHORS AT
SPACING AT SPACING AT
D/SILL uRrs ```SNLiI!!tl/7f'
IAMBS HEAIAMBS HEAD/SILL
CLUSTERSCLUSTERS WOOD DUCK
`��� ES F.y0 ,1�
2X
WOOD SCREW 010 R FRAMING 1112- 3/4" 17.1/2^ 4 17d/4" 4Q-�,
ITW TAPCON 3/16" CONCRETE/CMII 111/4" 7.1(2° 17-1/Z" 4 17-0/4" 41.3(8°-CONC7 (j/
- i"A,, -•.. _,S
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1)2" 4 17.1(4•
1-1/4"-CMU 4 NOTE: ��.o••,•LQ'�P;•'�2C!.:
INACTIVE AND ACTIVE DOOR PANEL
1 8 8..• ' 14-38" ..6. ORIENTATION ISINTERCHANGEABLE. �idPsfr.a.x°Tfra` L�L
2-#12X3"PFfi B2 fari<Tx.OEfgiFnssa
SCREW C2
1-STRIKE PLATE E2
HOPPE+T 1965040 2-08X 3"PFH F2
NOTE: SCREW41 1.STRIKE PLATE i•TOP ASTRAGAL 1-STRIKE PLATE
FJ
!NTp BEO OF SIOCONE _WERT PLUG L[OPPE#2098915 STRIKE TE
zl-A"'X3"PFH TE IIOPPE 51965PI0DATE: 02.05.14
DETAIL F2 `- SCREWS DWG. Y: CHK. Y:
TYP.ASTRAGALTYP,ASTRAGAL/ / DETAIL 12 LTL TIM SS�MSS
INSERT PLUG WITH MULTI-POINT DETAIL H2 e TYP.TOP ASTAGA)STRIKE LOCATION IYP.'TOP ASTRAGAL MULTIPOINT S'@IKE SCALE: NTS
DE1-PgTTOMSF100T 2-R9X1171'PEH MULTI-POINT ONLY STRIKE PLATE H2 LOCATION 4010$644
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFN`'REWS STRIKE LOCATION LOCATION 12 DWG.ff:
W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED INSWING ONLY 4-#9X21(2"HH �'--^
1-09 K z 1/2'PFH SHEET:
I DETAIL 1-ASTRAGALOhd�Y PFH SCREWS SCREWS OF9
UNDER REINFORCEMEM PLATE) ASTRAGAL,ONLY STRIKE STIUKE PSATF,
A INSWINGSILL SECTION VIEW PLATE FROM
HARDWARE KIT /D10UTSWING SILL SECTION VIEW ('�_ HEAD SECT{ON VIEW
- 1 7 54T RCTM B]ORCl ABUVE tfE P0TA01 ET OR fa AfAV£
�.�✓' ') WSWfxG SxpKm puiSwvryG L0.4UR
>RE RARE:D BY,
BUILDING DROPS,INC.
lY0(.IMHh B[AGII LkvU..5l1,l)a
4NNN C[ACit ri]10.95
x,ta5gxly anrx
y (A%.ISSnI ia�<T3%
41/2"TYP. 41/2"TYP.
1 112"OFFSET TYP.
ma
CLQ U wa.+
L' O� Co Wr-4
` l7
w Oz Q z
a Z CrZ'
�
00 av
O "E s
m REMARKS 8Y DATE
CTYP.ANCHOR LAYOUT dd MP Lock&Radius Lt GL /1911
vnanu u aua�N mncanrlNxwxar
utl Wi(fM.omN%art
iWPotY(HCDHYNi Of�uI�D!HG D%b02 WC
.4i[RAD0M,AUDttgYalw:,ueGr!nw:,D!1 DliiG
2 1/4"MIN.EMBED TYP, rl Yn Y,
S`StiTt11111111/ttt
F.•/Yo
�.cr�tti
a`o SEE TABLE 2X BUCK ANCHOR TABLE �'�`14�;• rrF�,�,
c•
O F`�'•0
°
6VDOORS B'0"DOORS j,.. 7R
''- MIN MIN,EOGE MIN.CENTER
ANCHOR *
ANCHOR TYPE I SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER = '� $�TlLQa
SUB .C.STRATE DISTANCE MAX.O.C. MAX.O •;
wo ( SPACING AT SPACING AT O•� ivTAu, ixtt'
-2X WOOD BUCK 2X WOOD BUCK INSTALL. IAMBS IAMBSit F G�``
ANCHOR PER BUCK ANCHOR TABLE ITW'FAPCON 1/4" CONCRETE!
PREPARED RY
BUILDING DROPS,INC.
ea �r,Aa+wvo„n na
A DLA[eL rL IIM:
Pv�'19tis;'M4ati9
(N 14501/1A Ar38
N'ID:wwr'.G9i'd:naJn+P+rnm
w �
am o
u- ¢o
1L a h
w WYN�
/ oLLJ
'
B 2 Q
INTEAIOA EXTERIOR EXTERIOR / IHTFAIDq 4 ¢ Z.
4 —T F-
12
o we
..
OPERABLE HEAD3Q OPERABLE SILL REMARKS BY DATE
4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING Pdd MP Lock&Radius Lt GL /19/1
ENDURA ZAIL4565F
� swsnru uoru w»on�DwvmaPo�irur
rnmn vn
r'aWLfinD:tq tnu:Hta,hnw,,Lwor.)a
a-Aangl rp iHSDuw;raR) �rtilDArm
`'`311111111/Jt//
INTER:OA EXTERIOR 7 IRTEA R EXTEBIOA +p Tf1T Or” `
lu
•L.�.
® OPERABLE SILL OPERABLE SILL
4 OUTSWING OUTSWING DATE: 02.05'5.14
AFCO1-2297 OPTIONAL AFCO N-497 DWG. Y: I CNK. Y:
GL TIM I SS MSS
SCALE: NTS
D—a:A010864A
SHEET: OF 9
PRrPAAED nY
HINGE SCHEDULE
DOOR HEIGHT QUANTITY HINGE DETAILAT1AM1iB: LLJ
PLACE#9 X 2.1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC.
G'8" 3 i')R f.fNHIA R1ACr144'Jp,Sw era
IM 1'1SIIlIn 11)9
WfU:wrw.fnnuLnRAaFy,om
1
J
2 J m$N$
��A5 INTERIOR $ W d
i
m wg��
INTERIOR \ / iz—O gi w < " ti
$n
\ 1.tt9 X 2.1/2"PHILLIPS
/ FLATHEAD WOOD SCREW 2 Q
Ur
�
3-#9%3/4°PHILLIPS 4 Z N /1�
— EXIE.fiOR \\ FLATHEAD WOOD SCREW
EXTEPJp O :5W'
4-49 PHILLIPS FLATHEAD WOOD SCREW ir) Ill K o
14 USE 3/4"LENGTH FOR 6'-8-DOORS O
USE 1"LENGTH FOR 8'-0"DOORS = an
1 MEETING STILE HINGE JAMB E
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR F
REMARKS BY DATE
Md MP Lack&Radius Lt GL /19/1
u+n sw nmtr
Ni[xm Re R[woou%iu to ww.ri oRruii�t'
na)[wurnMwxss�ra wno,.v:mon,wc
urtrnmrcxw�n.fmv�rrun,camw.w annx
.uxvncs rarru arc�w[aru[.'mr v[a[omncro
`II,%IIIlllllF++++
4-#8 X 13/8'PFH �.S.A(C,5 F.
9 1•REIN
FORCEMENT PLATE ....�'Ir.
HOPPE 92512296o '
a TAT 9p a =
o
DATE: 02.05.14
13-#8%13/8"PFH DWG. Y: CHK Y:
3-R8 LATE _ ��HOPPE MULTI-POINT LOCK GL TIM SS Mss
1-MULTI-PT LOCK STRIKEEPLATE ^�� / (68 UNITS) [L'CT 1
15-#8 X 1 3/8"PFH �j TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY SCALE: NTS
DETAIL AS (8-0 UNIT5)
HOPPE MULTI-PT LOCK COMES WITH HARDWARE DWG.MA010864A
FASTENING SHEET: C OF9
C
PP.!PARED RY:
BUILDING DROPS,INC.
sox r cnw.neAaan r..,su:.ux
L'MAX. ., ncsa.Y[uws
1'MAX, 1"MAX. awl frn�aowrs
C MAX, IA+.lnsq+w.na
�(,r-'• 314"AIRSPACE � _.314"AIRSPACE
3/4„AIRSPACE. " ° 31d"AIRSPACE INTERIOR EXTERIOR
INTERIOR ERIE, RIOF PDERiOfl %TE�210A INTERIOR IrMO,i
If8"IEMPERLOGLASS z 1/8-TEMPERED GLA55 1,/8"TLMPERED GLASS
m 118'TEMPERED GLASS c Nvi
i DOW 995 SILICONE M SILICONE N` H DOW 995 SILICONE � a m
DOW 995 SILICONE m:j BUTYL. p _I a
BUTYL BUTYL a-t„ 00 w LL
Lki
�a w Q Ma
O� Ln w ^5
IB 1R /` 19 20 z -j C7
AEDISEAL REDI SEAL ,.) DOW 595 SILICONE ? -
1 6'-8" GLAZING DETAIL 2 8'4' GLAZING DETAIL �`�USH GLAZE DETAIL 4 GLAZING DETAIL o
201/2"MAX.D.L.O.WIDTH 201/2"MAX.D.L-O.WIDTH 6 23 718"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS W K
j 621/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DPS/-60 PSE O O o
}-)
h-
ci
F
REMARKS BY DATE
dd MP Lack&Radius Lt GL GfI9)1
' +n[wwnaxrsn�w�aiwrwY
�x'rtYiSN(btiLgTK N++t W W OMK.,Y:.
A:fen+YOK.001YWK5.NZNW:rYt�YW.uNPPur
NMnN45 YOYi6IXKJW ui.Fl HnY v[mu1Y6n.wu
-10 Vq}1F/ , W
DATE= 02.05.14
OWG. Y-. CHK. Y:
GL JM SS MSS
SCALE: NTS
owG,a:A010864A
NOTE: SHEET: OI:9
TRACTIONAL GLAZING.INCLUDING INTERNAL GRID,BLIND$
E'[W E EN GLA55,DECORATIVE,EXTERNAL AND INTERNAL
['�l
ROUGHT IRON ANp RADIUS ISHAPEp}UTES ARE APPROVED
All GLAZING DETAILS SHOWN ABOVE.
BUILDING DROPS INC.
z
�av
O
2X WOOD BUCK C)Z <—j
SILICONE WOODANCHOR
SEE TABLE ON SHEET 2 z
MIN. WOOD ANCHOR 0
SEE TABLE ON SHLLT 2 0
Gk uisl�
SEE TABLE SHEET 1 0
to
2x WOOD BUCK
ED
2X WOOD BUCK
0.25, MIN. REMARKS BY DATE
B
MAX. EDGE DIST.
S,
im SEE TABLE SHEET 2 kdd MP Luck&Radius Lt GL 6/19/1
WOOD ANCHOR
4
SEE TABLE ONSHEET 2 MIN.EMBED.
SEE TABLE SHEET 2
HEAD(TYPICAL) JAMB (TYPICAL) OPERABLE SILL M1i w.
OUTSWING SHOWN-INSWINGSIMILARIMILAR NSWING
OUTSWING SHOWN-INSWING S
ENDURA ZAIL4565Fw. —9,
mrron
t2p-
ANCHOR WOOD ANCHOR till Ij fit,,
WOOD TILE ON S
SEE TABLE ONSHECT2 WOOD
TABLE ON SHEET 25�1, 1"
SILICONE ILICONE
z
7X WOOD BUCK x
TAT
g
lIol
2X WOOD BUCK
MIN. MIN. fft ly
EDGE DIST. EDGE DIST,
SEE TABLE SHEET 2 SEE TABLE SHEET 2
OPERABLE SILL OPERABLE SILL DATE: 02.05.14
OUTSWING HIGH BUMP OUTSWING DWG.JVY: '--K.BY:
AFCO J-2297 AFCO H-497 GLITJM I—Ssfmss
SCALE: NTS
DwG.#:AO10864A
SHEET: OF
OPTIONALLY,ANCHOR CAN 13C PLACED IN NARROW
SECTION OF HEAD OR)AMR AS LONG AS MINIMUM 7
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BUILDING DROPS,INC.
t9Rr MANIA I{[RCI•Pi'i:..51(13R
pnNin QIAUI.133mq
nl.(45i1T{gyi1N
rAk:14>dlidd 6154
V/18.m.r..twWn+gEmprrom
m N
z m O m J 1
1X WOOD BUCK
r
(OPTIONAL) QE XX
J nµ
EDGE DIST. IN O ^
SEE TABLE SHEETR Ln
/ SCE-TABLE ON SHEOET2 2 ny
l o a %%% CONCRETE ANCHOR SILICONE O LIJ
SEE TABLE ON SHEET 2 2O
W ti
CONCBETE/
w ° % z
• MASONRY •..d / 4 z¢ 0 p
Z BY Of HORS
1X WOOD BUCK w
(OPTIONAL) :'. I I MAX. N F
)
511IM / EDGE DIST.
CONCRETE/NIASONRY BY OTHERS MASONRY SEE TABLE SHEET REMARKS BY DATE
CONCRETEN MIN.EMBED. BY OTHERS
OS
SEE TABLE ON SHHEEEE dd MP Lock&Radius Lt GL /19/14
T 2 SEE TABLE SHEET 2
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILL
1 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR �� INSWING Au rore;uvr• Mvcu oR v.Rr
ENDURA ZAIL4565F u°uut vnmrocmittN*n omrc°+c
vew Nww�wNrlc,ca onrtR
A A.tlm+r�RwrrruANo
CONCRETE ANCHOR
BETSEE TABLE ON SHEET 2 111111
CSEE O TABLEEON SHEANCHOET 2 SILICONE
x%16 F. I0`.'-1 w .J�;`- `�`Q'•.• \` 'moi
SILICONE •� �, �/•: /�¢{.,1 1%
:E
i
C d :E O d �1V 71y
z'w CONCRETE f w = b
n MASONRY/ �{ CONCRETE/ `� T
MASONRY
BY OTHERS BY OTHERS
MIN. MIN. A
EDGE DIST. EDGE DIST, r a eX/ A LyN?Zn
SEE TABLE SHEET 2 SEE TABLE SHEET 2
OPERABLE SILL OPERABLE SILL
8 OUTSWING 8 HIGH BUMP OUTSWING DATE: 02.05..4
AFCO 1-2297 AFCO H-497 DWG. Y: CHK. Y:
GL JM I SS MSS
SCALE: NTS
DWG.u:A010864A
I 7 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SHEET: OF 9
SEC)ION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Q
PREPARED BY
BILL OF MATERIALS
ITEMY DESCRIPTION MATERIAL17 HOPPE MULT-POINT LOCK
FINGER-10INTED PINE. BUILDING DROPS,INC.
SOLID PINE .4bf I>�a,A el+u.a;va.sle.3'is
OnHiF.Otrvr,.tt 3PX:8
1 FRAME HEAD/JAMRS LAMINATED VENEER I+r cuxua+xue
LUMBER !� •x:Ivs+l+++sx>a
'A'IP'vo++.0 d✓,xIr„In,mn
COMPOSITE in
ASTRAGAL,ENDURA ULTIMATE HURRICANE 6053.76 ALUMINUM -- E' Q
2 J w
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
3 (NOr USEDJ - kw— m T
Q o
4 ENDURA IAiL4555f THRESHOLD ko
5 AFCO J-2297 THRESHOLD `a' K
L a O Lbw
6 (NOT U5ED) J R+
7 AFCO H-497 THRESHOLD Z
URETHANE FOAM& Q 4 2 Z
B WEATHERSTRIP POLYETHYLENE
Cam 4 Q �r
9 NON-COMPRESSION SHIM(015"MAX.THK•) COMPOSITE z �y•.
10 2X WOOD tS.G.MUST BE 0.55 OR GREATER! WOOD �_ HIGHT '!k"m
ao b w
q HEtG1R
11 1XWOOD(S.G.MUST'BE 0.55 ORGREATER) WOOD 0° n(� O Z '.
12 P10 WOOD INSTALLATION SCREW Wl l 11-2'MIN.EMBEDMENT STEEL O
13 CONC.ICMU ANCHOR(SEE ANCHOR TABLE SHEETS 2 Is 3) STEEL a 9 (} r Q
14 BUTT HINGE{SEE SCHEDULE SHEFT 51 - QJ ~ v
15 KWIKSET LOCK SERIES 400 STEEL a- REMARKS BY DATE
iAdd MP Lack&Radius LI GL /19114
16 KWIKSET DEADBOLT SERIES_780 STEEL o O Juaj
n
HOPPE MUU-POINT HARDWAREHLS9W0
(SEE SHEET 2 FOR HARD6VARE AND FASTENING DETAILS) STEEL
17
IB DOL UPLITE KIT(NI) HP POLYPROJPC ABS "•- 4 0.,4, ,,, �•.w«< ,,.
FLUSH GLAZING LEG FIBERGASSLS "Rao vuu+ol as re?xowuu r.w«rnI o..anr
19 � w4mw.w•=nu.csuute z�aow.�o*�n
..;s•o+�4s oar�vim nal nm w'xMlneo nw
20 ODL LIPLITE KIT(RADIUS LITES) HP POLYPRO./PC ABS
Frrr0�rr�,'
T. N 70
0.63" — -q F CC
Ilia.
FRA
A E HEAD/JAMBS ND RA ASTRAGAL ENDURA ZAIL4565FTHRESHOLD AFCO J-2297 THRESHOLD AFCO H-497 THRESHOLD
OVE
� DATE: 02.05.14
B.a6
"'—•'" , �/ '. "' e - O4YG, Y: CNK. Y:
CaLpTJm ISS MSS
SCALE; NTS
S
f 4.56°
I 456x+ d.82' DWG-Ir:A010864A
SHEET: OF 9
1.7a•-
9
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
IfN Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399,8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
J,Prodact Evaluation Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Full Lite
Non-Impact
For use in the High Velocity Hurricane Zone (HVHZ)
i r-r
Florida Product Approval
1 .eport No. 3475
Current Florida Building Code
Method: I — D (Engineering Evaluation)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro Full Lite
Non-Impact
For use in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: V-0"X b'-&"(Nominal)
b'-0"X 8 -011(Nominal)
Prepared For:
3 71737 Lakepoi-t 8 Ivdt
Khamafli 1_Als. OR, 97601
7 1
Prepared by:
T
fiernies F. Noi-ero. P.E.
Florida Professional Engineer#73778
Date: 04/01/2015
Contents: N Al-
Evaluation Report Pages I —5 '11111111100 ..
Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E.
Reason:I am approving this document Florida No.73778
Date:2015.04.02 11:35:59-04'00'
/QBUILDING DROPS
:\, 1%
A Perfect Solution in Every Drop Date: 04/01/2015
Certificate of Authorization:29578 Report No: 3475
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Door Assemblies
Compliance Method: State Product Approval (1)(d)
Product Name: Design Pro/Smooth Pro Full Lite
Non-Impact
For use in the High Velocity Hurricane Zone(HVHZ)
6'-0"X 6'-8" (Nominal)
6'-0" X 8'-0"(Nominal)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method 1d of the Florida Department of Business and Professional Regulation - Florida
Building Commission.
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 A010864,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be 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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010864 require further engineering
analysis by'a licensed engineer or registered architect.
5. See Installation Instructions A010864 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 5
BUILDING DROPS
;n°xo
Date: 04/01/2015
A Perfect Solution in Every Drop
3 Certificate of Authorization:29578 Report No: 3475
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
ASTM D635-10 ASTM D638-10 ASTM D1929-12 ASTM D2843-10 ASTM
G155-05
Report#: ESP010982P Report Date: 02/26/13
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology, if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
JELD-WEN, Inc. has tested their products to the following test standard edition(s):
1) ASTM E84-08
2) ASTM D635-10
3) ASTM D638-10
4) ASTM D1929-12
5) ASTM D2843-10
6) ASTM G155-05
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
2) ASTM D635-06
3) ASTM D638-03
4) ASTM D1929-96(2000)e01
5) ASTM D2843-99 (2004)e01
6) ASTM G155-05a
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current Florida Building Code.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 5
s
BUILDING DROPS
A Perfect Solution in Every Drop
Date: 04/01/2015
Certificate of Authorization:29578 Report No: 3475
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate (Min.S.G. =0.55), use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
B. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(1X), non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon
or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or X" Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions (A010864)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX.OVERALL DESIGN PRESSURE(PSF)
NOMINAL SIZE MISSILE
CONFIGURATION IMPACT
WIDTH HEIGHT INSWING OUTSWIAI� RATING
OS, NFG3
XX 6ft0,5 61 ,fF 60� fiC► 60' 60 NON-IMPACT
XX RADIUS 6'7 917" SON 50 so 50 NON-IMPACT
XX 6'-0" 8'4' SO" 50 SW 50 NON--IMPACT
Hermes F. Norero, P.E.
Florida No. 73778
Page 5 of 5