HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door Assemblies398 E. Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach, FL 33004
lnIA\\
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: JELD-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, ```tillIIII�r7��''
Digitally signed by Hermes F. Norero, P.E.
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
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FL #
Application Type
Code Version
Application Status
Comments
Archived
RECEIVED
SEP 1;® 2021
St. Lucie County
Permitting
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL16708-R13
Revision
2020
Approved
JELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
(800)535-3936
fbcl@jeld-wen.com
Rylee Sumner Fricks
fbcl@jeld-wen.com
File Copy
9iEer);�vU
CODE COMPLIAPICY
ST. L CIE C UN."t
0 0, c Iz/
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
I] Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
FL16708 R13 COI COIJW SS 2015-04-27.odf
Standard
TAS 201
TAS 202
TAS 203
Year
1994
1994
1994
}rttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGz%2bYuNViQ9olAo7zp34bbWg%3d%3d[l2/16/20203:25:39 PM]
Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Licensed Professional Engineer or Architect
FL16708 R13 Eq iv 23549 1 Equivalency of ASTM E84 13a and A,,r-TM
E84-16.pddf
Method 1 Option D
08/03/2020
10/08/2020
10/16/2020
12/15/2020
bummary,or�,rroauccs
...... -- —
�FL # y
: _ _ .. —
.Mlotlel, "Number or Name ., Descriptions,.
16708.1 A Design Pro / Smooth Pro / Studio
Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass
-..... ... .... ...... _........ ..... ...—__ _.—_............. _... -........ -- ....
Inswing and Outswing
_._.._
Limits of Use
—----..._—.__..... _........ __ ............. .................. --._._... .... --- ........... ........ .......— ---+
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R1.3 II 16708.1 SS 201.9-10-Q1,odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
FL16708 R13 AE PER4663.2 SS 2019-10-01.[�df
Created by Independent Third Party: Yes
16708.2
B Design Pro Smoot Pro Fi rerg I crass
Singe X Impact Glazed Door 3-0 x 6-8 an 3-0 x 8-0 Inswing
and Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R13 II 16708.2 SS 01-10-01.pddf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
FL16708 R13 AE PER4438,3 SS 2019-12-13.1df
Created by Independent Third Party: Yes
16708.3 C Design Pro / Smooth Pro / Studio
Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0
Fiberglass
._
—---...---..._._..._......._.._..-_.. ._......._. __..._.____...._...
Inswing and Outswing
j
----
Limits of Use
_ -- _---- .....................................—......_..__._._—.....---.._........... ......._..__
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R13 II D015727-DP SP OPQ LMI HHVZ XO FBC SS
201.9-12-12.12df
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A
Created by Independent Third Party: Yes
Other:
Evaluation Reports
FL16708 R13 AE PER4664.2 SS 2019-10-01.pdf
Created by Independent Third Party: Yes
16708.4 —
D Design Pro / Smooth Pro Fiberglass
Double (XX) Impact Glazed 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
FL16708 R13 II D015705 - DP SP GLZ LMI HVHZ XO FBC SS
2019-12-12.odf
Approved. for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A
Created by Independent Third Party: Yes
Other:
Evaluation Reports
FL16708 R13 AE PER4440.2 SS 2019-12-13.12df
............._- --------- _............__........_........... .._.... _ .
Created by Independent Third Party: Yes
....... ...... ..._..__.
16708.5 E Design Pro /Smooth Pro /Studio
Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door
Fiberglass
9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R13 II 16708.5 SS 2019-10-01.odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parwn=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGz%2bYuNViQ9olAo7zp34bbWg%3d%3d[12/16/20203:25:39 PM]
Florida Buildinb Code Online
Other:
FL16708_R13_AE_PER4665.2 SS 2019-10-01.pdf
Created by Independent Third Party: Yes
16708.6
F Design Pro / Smooth Pro Fiberglass
Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9-
0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R13 II 16708.6 SS 019-10-01.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Other:
FL16708 R13 AEPERR4g4_ S 01 -1 - pdf
Created by Independent Third Party: Yes
16708.7 G Design Pro / Smooth Pro / Studio
Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque
Fiberglass
---- ---. _ _... _ - -.
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
FL16708 R13 II D015708 - DP SP OPO LMI HVHZ OXXO XXO
FBC SS 2019-12-12.12df
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A
Created by Independent Third Party: Yes
Other:
Evaluation Reports
FL16708 R13 AE PER4666 2 SS 2019-10-01
odf
Created by Independent Third Party: Yes
16708.8 H Design Pro / Smooth Pro Fiberglass
Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed
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
FL16708 R13 II D015709 - DP SP GLZ LMI HVHZ OXXO XXO
FBC SS 2019-12-12.pd
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A
Created by Independent Third Party: Yes
Other:
Evaluation Reports
FL16708 R13 AE P R4444. SS
2019-12-13,12df
Created by Independent Third Party: Yes j
The State of Florida Is an AA/EEO employer. Copyright 2007-201
Under Florida law, email addresses are public records. If you do not want your e-mail 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 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ifthey have 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 here .
Product Approval Accepts:
M ® eC;R
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqu8obl %2flZm6TudWOg6cFU 1 Gz%2bYuNViQ9ol Ao7zp34bbWg%3d%3d[l2/16/2020 3:25:39 PM]
JE I-nrw.. EN
WINDOWS & DOORS
DESIGN PRO/SMOOTH PRO
IMPACT APPROVED
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
A TAS 202-94
• TAS 203.94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM-15 NOT REQUIRED ON THIS PRODUCT IN AREAS'REQUIRING IMPACT
RESISTANCE.
5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
DOORS ARE QUALIFIED.
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH :OH HEIGHT 15>: 1.0
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICALANCHOR LAYOUTS AND NOTES
3
-
OPTIONAL 2X BUCK ANCHORING DETAILS
4
A
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
WOOD SUBSTRATES
7
A
CONCRETE SUBSTRATES
8
A
COMPONENTS& BILL OF MATERIALS
371/2" MAX.
—
6
5
O.A. WIDTH
1
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[-� TYP.
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6 i e 9
d a a a a a a
ELEVATION 1
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
MAX. OVERALL
NOMINAL SIZE
DESIGN PRESSURE (PSF)
MISSILE
CONFIGURATION
WIDTH
HEIGHT
INSWING
OUTSWING
IMPACT
RATING
POS.
NEG.
POS.
I NEG.
X
65•
65
65•
65
LMI&SMI
X
50•
50
50•
50
LMI&SMI
'SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
PREPARED BY:
ll�
BUILDING DROPS, INC.
399 E. DANIA PEACH GYD., ML339
EMNIABEACH,Fl33
PN:195.p99dd70
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off
'R STATE OF
)Ig)tal)y signed 15; F%flnes F Norero
leas-: I am approving this dooume
)ate: 2019.10.01 21:21:16-D4'00'
DATE: (}7_()5_JA
SCALE: N 15
DWG. R: D015726
I
INSTALLATION NOTES:
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
SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
CONCRETE/MASONRY CONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
. .. B- ..SEEESHEETSfiAND7.FOR.MQREDETALLSQETHE_INSTALLAILQt REQU1REM.ENTS, lN..NCHOR_ .. _. .... _ .. _._ ... ...
LOCATIONS, EDGE DISTANCES, EMBED MENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMS AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHORTABLE
6'8" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
812E
SUBSTRATE
MIN.
EMBEDMENT
MIN.EDGE
DISTANCE
MAX.O.0
MAX. O.C.
SPACING AT
SPACING AT
JAMBS
JAMBS
WOOD SCREW
If10
2X WOOD BUCK
1.1/2'
3/4"
17.1/2'
17-1/4"
OR FRAMING
ITW TAPCON
3/16"
CONCRETE/CMU
1.1/4'
2-1/2"
17.1/2'
17-1/4"
ELCO ULTRACON
1/4"
CONCRETE/CMU
1-3/8"-CONC.
1'
17-1/2"
1-1/4" - CMU
ITWTAPCON
3/16'
CONCRETE/CMU
1-114"
1'
10"
14-3/8"
B2
2. 49 X 212' PFH
PFH SCREWS
DETAIL B2
TYP. HOPPE
1-BOTTOM SH007
MULTI -POINT SHOOT BOLT
BUT PLATE
PLATE LOCATION
HOPPE 42D98911
q SILLSECTIONVIEW
�NiWL i_lC.DUISWINGSIMIAX
2- #9 X 21/2' PFH
SCREWS
DETAIL D2 22 23
TYP. HOPPE
MULTI -POINT SHOOT BOLT
PLATE LOCATION
(RH PLATE SHOWN)
02
HEAD SECTION VIEW
112" MAX.
�TYP.ANCHOR LAYOUT
i'-9' 8 f-0' f100R NDGM
NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY.
PREPARED BY:
BUILDING DROPS, INC.
J98 E. DANU A. BLVD., SfF. A9
P.: ORF fl)390f
PR: (%99<)30a99ddta
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REMARKS
IMF
tdd ADA sIU. MultiPoint Lock
GL 6123
Reference
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DATE: 02.05.14
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SCALE: NTS
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SHEET: OF S
2
11
INTERIOR DMOR
�1 OPERABLE HEAD
4 OUTSWING SHOWN _ INSWING SIMILAR
INTERIOR EXTERIOR
10
OPERABLE ADA SILL_
4 INSWING/OUTSWING
ENDURA HC15000
11
8 INTERIOR EXTERIOR
o
g OPERABLE SILL
OUTSWING
0 '
r h II
r. •TT � I
3� OPERABLE SILL
4 INSWING
OPERABLE SILL
(I, INSWING
(]) OPERABLE SILL
4 OUTSWING
11
S INTERIOR ./ EXTERIOR
n OPERABLE SILL
4 OUTSWING
11
7 INTERIOR E MIOR
:J o
Twvf.
M OPERABLE SILL
4 OUTSWING
OPTIONAL AFCO H-497
PREPARED RY:
BUILDING DROPS, INC.
398 E OANIA pUCN BWD. pTF.IIB
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DATE: 02.05.14
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SHEET: OF S
4
INTERIOR
—8 - 89 X 21/2" PFH EXTERIOR
W/ STRIKE HARDWARE
4- MPL STRIKE PLATES
n LOCK JAMB
Si OUTSWING SHOWN - INSWING SIMILAR
9 -R9 X 13/4° PFH
8-#9X 21/2"PFH W/HARDWARE
W/STRIKEHARDWARE (6'-8"&8'-0"UNITS)
4- MPL STRIKE PLATES
EXTERIOR
INTERIOR
4 MULTI -POINT LOCK JAMB
5 OUTSWING SHOWN -INSWING SIMILAR
HINGE SCHEDULE
DOOR HEIGHT
QUANTITY
6'-8"
3
8'-0..
4
HINGE DETAIL ATJAMB:
PLACE N9 X 2-112" PFH SCREW NEXT TO WEATHERSTRIP
INTERIOR\�•
/ �O
I- H9 X 2-1/2" PHILLIPS
FLATHEAD WOOD SCREW
\'
3- R9 X 3/4" PHILLIPS
EXTERIO
FLATHEAD WOOD SCREWS
4 q9 PHILLIPS FLATHEAD WOOD SCREWS
17
USE 3/4" LENGTH FOR 6'-8" DOORS
USE 1" LENGTH FOR 8'-0" DOORS
3
HINGE JAMB
5
OUTSWING SHOWN - INSWING SIMILAR
13. #8 X 13/8° PFH (G'-8" UNITS)
3-$18X 2°PFH r15-88X13/8"PFH(8'-0"UNITS)
W/STRIKEHARDWARE COMES W/HARDWARE
1- MPL STRIKE PLATE
EXTERIOR
c "'�INTERIOR
MULTI -POINT LOCK JAMB
5 OUTSWING SHOWN -INSWING SIMILAR
4 - N8 X 13/8' PFH
1- REINFORCEMENT PLATE
HOPPE H2512296
J6---� MULTI -POINT LOCK
5 TOP REINFORCEMENT PLATE- ACTIVE PANEL ONLY
PREPARED BY:
BUILDING DROPS, INC.
399E. PANW BEACH BEw-Sa[ M
DANIABEACH.FL3ROD3
FN:195aIJ54Bl]8
FAY: (9511>YAJ38
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REMARKS
JBYJ DA1
Ldd ADA sill, Multi -Point LDd
GL 6/1:
Reference
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DATE: 02.05.14
DWG. Y: CHK. Y:
GL%TJM SS/MSS
SCALE: NTS
DWG. R: D01S726
SHEET: OF 8
5
PREPARED BY:
2X WOOD BUCK Q
BUILDING DROPS, INC.
398E
MIN. MMBEACN,R3lOPR 336
EDGE DIST. z `9 % WOOD ANCHOR N I96Q—.1.
SEE TABLE SHEET �Wa / SEE TABLE ON SHEET E"R:19saP�a.m3s
N WFB: w.I—)744.V Ptcom
SILICONE
W w 2X WOOD BUCK
.o
cc
0 m m $
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a °Jma
o N MAX. WOOD BUCK O cr Q m aVT.-
2XANCHOR SHIM N a F n x
SEE TABLE ON SHEET 2 MIN. EMBED. �¢ N
SEE TABLE SHEET ¢ ¢ DO
zx
Ln
HEAD (TYPICAL) [� JAMB (TYPICAL) WI� OPERABLE SILL o W
6 OUTSWING SHOWN - INSWING SIMILAR OUTSWING SHOWN - INSWING SIMILAR INSWING - NO ANCHOR REQUIRED O O
SILICONE ^
SILICONE SILICONE
�7
H
2X WOOD BUCK 2X WOOD BUCK REMARKS BYJ DATE
Add ADA n31,MWtFPoint Lock Gl 6R3/14
Reference DWG. NADIO871A AM 9/16 19
2X WOOD BUCK
. D
D vql nor Ru armEaroRASPEDe
OPERABLE SILL n OPERABLE SILL rTOPERABLE SILL DfN9m D" rONBCAUSEIMP
4EL NY
�OIDBVMIE
iROMTIi 4pnR[MfRR D'AIfED NFREDt q rKENSFO
fNGIMEROR RgW�rFCTBN LLfIIEeARF Sf[SeE[6K
6 OUTSWING- NO ANCHOR REQUIRED J INSWING- NO ANCHOR REQUIRED 6 OUTSWING- NO ANCHOR REQUIRED �E``�111�LIfi/J2jMrM
�v AFCO H-497 �� .� .. O -1i1110
N 7 7 O
b S A OF !r
o
SILICONE SILICONE SILICONE
:BOEC�. q Mn Or}➢Tm
2X WOOD BUCK 2X WOOD BUCK 2X W00D BUCK
DATE: 02.05.14
DWG.BY:CHK. Y:
OPERABLE SILL
� OPERABLE SILL � OPERABLE ADA SILL GLT.lM SS/MSS
6 OUTSWING- NO ANCHOR REQUIRED 6 OUTSWING- NO ANCHOR REQUIRED 6 INSWING/OUTSWING- NO ANCHOR REQUIRED SCALE: NT5
DWG.0: D015726
SHEET: OF8
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW /`
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Vh
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
MIN. EDGE DIST.
SEE TABLE SHEET 2
wN CONCRETEi
L MASONRY
:j_- BY OTHERS
WOOD BUCK
(OPTIONAL)
\—CONCRETE ANCHOR
SEE TABLE ON SHEET 2
HEAD (TYPICAL)
OUTSWING SHOWN - INSWING SIMILAR
A 4
C 77.!ONCRETE/ Y
MASONRY
BY OTHERS
(4) OPERABLE SILL
\J
OUfSWING - NO ANCHOR REQUIRED
SILICONE
. :7:
o 'd
CONCRETE/
MASONRY
BY OTHERS
OPERABLE SILL
7-J OUTSWING - NO ANCHOR REQUIRED
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
1XWOOD BUCK IQ�
(OPTIONAL) BUILDING DROPS, INC.
DAMA MBEACR EJJB mow
ACK Ft I —A
CONCRETE ANCHOR SILICONE
J�-
SEETABLE ON SHEET2 FAX:j)744AM
CONCRETE/
MASONRY
E> BY OTHERS
0.25" MAX.
SHIM
CONCRETE/MASONRY BY OTHERS
MIN. EMBED. a 0
SEE TABLE SHEET 2 'n
R, ' 4
JAMB (TYPICAL) OPERABLE SILL F_
OUTSWING SHOWN - INSWING SIMILAR INSWING -NO ANCHOR REQUIRED p u
z
SILICONE
SILICONE
REMARKS BY DATE
i,t Lack 06123 tI. Multl�t
O AddADAsi GL Re
CONCRETE/ CONCRETE/ Refer— DWG. PA010871A AM 09116A
MASONRY MASONRY
BY OTHERS BY OTHERS
(-6-OPERABLE SILL
\IV INSWING - NO ANCHOR REQUIRED
SILICONE
a.
CONCRETE/
MASONRY
BY OTHERS
OPERABLE SILL
7-J OUTSWING- NO ANCHOR REQUIRED
OPERABLE SILL
OUTSWING - NO ANCHOR REQUIRED
AFCO H-497
SILICONE
4
a.
'--CONCRETE/
MASONRY
BY OTHERS
/M OPERABLE SILL
Z'/bUTSWING/INSWING - NO ANCHOR REQUIRED
I I fill,,
7
OF Flir
:.Jj
DATE: 02.05.14
DWG HK. BY:
G Llb F M I SS MSS
SCALE: NTS
DWG.#: D015726
SHEET: OF
7
BILL OF MATERIALS
ITEM#
DESCRIPTION
MATERIAL
1
FRAME HEAD/JAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
(NOT USED)
3
(NOT USED)
4
THRESHOLD
•-
5
THRESHOLD
-
6
THRESHOLD
-
7
AFCO H-497 THRESHOLD
-
8
THRESHOLD
-
9
THRESHOLD
-
10
ADA THRESHOLD
-
11
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
12
NON -COMPRESSION SHIM (0.25"MAX THY)
COMPOSITE
13
(NOT USED)
-
14
(NOT USED)
-
15
#10 WOOD INSTALLATION SCREW W/ 11/2- MIN. EMBEDMENT
STEEL
16
CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3)
STEEL
17
BUTT HINGE (SEE SCHEDULE SHEET 5)
STEEL
18
LOCK SERIES 400
STEEL
19
DEADBOLT SERIES 780
STEEL
20
ROCKWELL MULTI -POINT TONGUE LATCH It73228768 6-8 UNIT
ROCKWELL MULTI -POINT TONGUE LATCH #732287808-O UNIT
STEEL
21
HOPPE MULI-POINT HARDWARE HLS9DD0
STEEL
22
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091
STEEL
23
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923
STEEL
OFRAME HEAD/JAMBS
VARIES, SEE BOM AT LEFT
///"i/ ..
1 (— 4563" --{
20 ROCKWELL MULT—POINT LOCK
O
O
a
O
c? q
CZD 13
Y
o p
21 HOPPE MULT—POINT LOCK
W/ SILL SHOOT BOLT PLATE 42098911
PREPARED BY:
BUILDING DROP5, INC.
393 E. DANIA BE— BLV ,SM 338
DANIADEADI, R33ro1
eN:lsul3ssaas8
FAE:Is611)u nse
WEB: ruw.OWWNE�Pamm
En
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12
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2 ¢
Z
^c
W
N
O
E•
ZLLI
°
y�
cZ
0
I-
V
REMARKS
BY DXAdtl
ADA 1111, Multl-Poi"[ luck
GL 6/2:
Reference OWG. NA010871A
AM 09fl,
IEC
-4 1.6o5" I--1
S A
O THRESHOLD O THRESHOLD O THRESHOLD 22 HEAD SHOOT BOLT PLATE (LH) �:�C)'��+ Fg
i) F
rBrl� B
�
C� I
i II
4.56' --{ f 6.62° -I 4.57' 1 1.75° DATE: 02,05,
7 AFCO H-497 THRESHOLD O
OF
DWG. Y: CHK. Y:
THRESHOLD O THRESHOLD O THRESHOLD ADA O HEAD SHOOT BOLT PLATE (RH) G L TJM SS/MSS
9 10 23 SCALE: NTS
I o ,
DING. #: D015726
SHEET: OF8
5.00° LJ S
4.56" 0 1.75"
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Prof -duct E7 ahuation Re -port
of
JELD-WEN, inc.
Design Pro / Smooth Pro
Opaque (Impact) (HVHZ)
for
Florida Product Approval
e,nort No. 465-3,
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, Fl- 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Current Florida Building Code
Method: 1- D (Engineering Method)
Category: Exterior Door Assemblies
Sub - Category: Swinging Exterior Door Assemblies
Product: Design Pro/ Smooth Pro
Material: Fiberglass
Product Dimensions: 3'-0" W x 6'-8" H (Nominal)
3'-0" W x 8'-0" H (Nominal)
Prepared for:
3ELD-WEN, ins.
(( 3737' Lr, ��epeo+�Blvd.
'1R
Prepared by:
.Hermes F. Norera, P.E.
Florida Professional Engineer # 73778
Date:09/13/2019
Contents:
Evaluation Report Pages 1— 4
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2019.10.01 21:18:24-04'00'
: N 7 7 0
w
OF
O
HerF NotAA6, P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer:
Product Category:
Product Sub -Category:
Compliance Method:
Product Name:
JELD-WEN, inc.
Exterior Door
Swinging Exterior Door Assemblies
State Product Approval Method (1)(d)
Design Pro / Smooth Pro
Opaque (Impact) (HVHZ).
3'-0" X 6'-8" (Nominal)
3'-0" X 8'-0" (Nominal)
Date: 09/13/2019
Report No: 4663.2
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc.
based on Method 1a of the State of Florida Product Approval, Department of Business and
Professional Regulation - Florida Building Commission.
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 provided by manufacturer for specific use parameters.
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
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering for Wind Zone 3.
4. Site conditions that deviate from the details of manufacturer require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions for size and design pressure limitations
Hermes F Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Date: 09/13/2019
Report No: 4663.2
Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the
current Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and Management
Institute (FBC Organization #: CER1773)
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization # TST1589)
Report #
Report Date:
NCTL-210-3916-01
08/30/13
NCTL-210-3925-03
02/07/14
NCTL-210-3916-02 w/ addendum
06/10/14
NCTL-210-3930-01
02/24/14
NCTL-210-3930-02
03/10/14
TAS Report Engineer of Record: Gerard
J. Ferrara, P.E.
Report #
Report Date:
SJW2013-194 w/ addendum
06/10/14
TAS Report Engineer of Record: Kevin P. Tyra, P.E.
Report #
Report Date:
SJW2013-196-TAS
09/13/13
SJW2013-246
12/17/13
SJW2013-251
12/23/13
SJW2013-252
12/23/13
SJ W 2013-253
12/23/13
SJ W 2014-032
04/22/14
SJW2014-073
06/26/14
SJ W 2014-077
06/27/14
SJ W 2014-072
06/27/ 14
SJW2014-080
07/03/14
TAS Report Engineer of Record: Robert H. Zeiders, P.E.
2. Quality Assurance Entity
National Accreditation & Management Institute
(FBC Organization #QUA1789)
Hermes F Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Dropl
Certificate of Authorization: 29578
Date: 09/13/2019
Report No: 4663.2
Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84
Report#: 3113726SAT-001 R1 Report Date: 03/13/09
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
ASTM D635, ASTM D638, ASTM D1929, ASTM D2843, ASTM G155
Report#: ESP010982P Report Date: 02/26/13
Installation: Refer to Installation Instructions (D015726) for anchor spacing and more details of the
installation requirements.
Design Pressure: Refer to drawing (D015726) for pressure information.
Hermes F Norero, P.E.
Florida No.73778
Page 4 of 4