HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door Assemblies5/11/2021 Florida Building Code Online
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
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
RECEWD
MAY t, R 2021
Permitting Department
St. Lucie County
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
l_.1 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.
04 Validation Checklist - Hardcopy Received
Certificate of Independence FL16708 R13 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16708 R13 Equiv 23549-1 Equivalency of ASTM E84-13a and ASTM
E84-16.pdf
https://www.floridabuilding.org/pr/pr app_dtf.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGz%2bYuNViQ9olAo7zp34bbWg%3d%3d 1/3
5/11/2021
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summa of Products
Method 1 Option D
08/03/2020
10/08/2020
10/16/2020
12/15/2020
FL #
Model, Number or Name
Description
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 R13 II 16708.1 SS 2019-10-Ol.pdf
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-Ol.pdf
Created by Independent Third Party: Yes
16708.2
B Design Pro / Smooth Pro Fiberglass
Single (X) Impact Glazed Door 3-0 x 6-8 and 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 2019-10-01.pdf
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.pdf
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
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R13 II D015727-DP SP OPQ LMI HHVZ XO FBC SS
2019-12-12.pdf
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-Ol.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.pdf
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 Parry: Yes
Other:
Evaluation Reports
FL16708 R13 AE PER4440.2 SS 2019-12-13.pd
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-Ol.pdf
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 PER4665.2 SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes
16708.6
F Design Pro / Smooth Pro Fiberglass
Single with sidelite(s) (X,0/ 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 2019-10-Ol.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Evaluation Reports
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2fiZm6TudWOg6cFUlGz%2bYuNViQgolAo7zp34bbWg°/`3d%3d 2/3
5/11/2021 Florida Building Code Online
Design Pressure: N/A FL16708 R13 AE PER4442.2 SS 2019-12-13.pdf
Other: Created by Independent Third Party: Yes
16708.7
G Design Pro / Smooth Pro / Studio
Fiberglass
Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact 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
FL16708 R13 II D015708 - DP SP OPQ LMI HVHZ OXXO XXO
Approved for use outside HVHZ: Yes
FBC SS 2019-12-12.pdf
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.pdf
Created by Independent Third Party: Yes
16708.8 JH 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
Approved for use outside HVHZ: Yes FBC SS 2019-12-12.pdf
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 PER4444.2 SS 2019-12-13.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
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 if they 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:
1 0 ® EC��eck M
Credit C6fd
$cif@
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TudWOg6cFUIGz%2bYuNViQ9olAo7zp34bbWg°/a3d%3d 3/3
/J/26A\\BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
of
JELD-WEN, inc.
Design Pro / Smooth Pro
Opaque (Impact) (HVHZ)
for
Florida Product Approval
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:
Product:
Material:
Product Dimensions:
Swinging Exterior Door Assemblies
Design Pro/ Smooth Pro
Fiberglass
3'-0" W x 6'-8" H (Nominal)
3'-0" W x 8'-0" H (Nominal)
Prepared for:
1 D_ WE ;,,
lr l Lakeport Blvd.
97602
Prepared by:
Hermes F. Norero, 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'
f N .7 7
SA OF Z
O•� O
HerFINord Pa, E.
Florida No. 73778
^ 0� BUILDING DROPS
jOOOOA� 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.
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.
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
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
1,02000A' 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:
Referenced Data:
• TAS 201-94
• TAS 202-94
• TAS 203-94
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
SJW2013-253
12/23/13
SJW2014-032
04/22/14
SJW2014-073
06/26/14
SJW2014-077
06/27/14
SJ W2014-072
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 Drop!
} 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
j JD�� W- N
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
• 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 IS 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 IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. 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 t 1.0
TABLE OF CONTENTS
SHEET
REVISION
SHEETOESCRIP ION
1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICAL ANCHOR LAYOUTS AND NOTES
3
-
OPTIONAL 2X BUCKANCHORING DETAILS
4
A
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
WOODSUBSTRATES
7
A
CONCRETE SUBSTRATES
8
A
COMPONENTS & BILL OF MATERIALS
17 1/2"
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6W DOOR HEIGHT
PREPARED BY:
Ir
BUILDING DROPS, INC.
398 E. DMIA REACH RLVD,S 33g
DAMAREACH,1133
PH: (96A)399 78
PAX: I95A17dd M
WER:w b.11ftgd.,u.
37 1/2" MAX.
O.A. WIDTH
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NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
MAX. OVERALL
DESIGN PRESSURE (PSF)
NOMINALSIZE
MISSILE
CONFIGURATION
IMPACT
INSWING
OUTSWING
WIDTH
HEIGHT
RATING
POS.
NEG.
POS.
NEG.
X
V-0"
6'-B"
65•
65
65•
65
LMI&SMI
X
3'-0"
8'-0"
50•
50
50•
50
LMI&SMI
'Stt GtNtKAL NO t b, SRthl 1, FUR WAI tR INFILTRATION APPROVED 51LL5.
IRefemnceDWG.BA030871A JAM109/I6/191
m
S-1 l:*
A OF �
(Reason: I am approving this document'
Dale: 2019.10.01 21:21:16-04'00'
DATE: 02.05.14
GL%T M SSlIVISS
SCALE: NTS
DWG.a: D015726
1
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 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH 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.
5. 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.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD ORIAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHOR TABLE
6'8" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
SIZE
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
MAX. O.C.
MAX. O.C.
SPACINGAT
SPACINGAT
JAMBS
JAMBS
WOOD SCREW
#10
2X WOOD BUCK
OR FRAMING
1-1/2"
3/4"
17-1/2"
17-2/4"
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
1-1/4" - CMU
1"
17-1/2"
17-1/4"
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
1"
1.
14-3/8"
B2
DETAIL D2
2- #9 X 21/2" PFH
TYP. HOPPE
PFH SCREWS
MULTI -POINT SHOOT BOLT
PLATE LOCATION
(RH PLATE SHOWN)
DETAIL B2
TYP. HOPPE
MULTI -POINT SHOOT BOLT
1- BOTTOM SHOOT
BOLT PLATE
PLATE LOCATION
HOPPE #2098911
/n1 SILL SECTION VIEW
[n HEAD SEC
X 21/2" PFH
371/2" MAX
O.A. WIDTH
3" TYP.
C2
C2
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NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE
DOORS (X) ONLY.
PREPARED BY:
1
BUILDING DROPS, INC.
39e E. DANIASUM 13M. STF. 338
0—BEaM, FL33006
PH: (99d)M4478
FM: (93C)740A73e
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10
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PREPARED BY:
/Q�
BUILDING DROPS, INC.
398 L DANIA MM BLVD,9E M8
DANIABE H,R33BDa
PH:(9 )399 8
FAX: (991)741 M
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REMARKS
BY DATE
Add ADAsill, MuftMlnt L.ck
GL 06/23/14
Reference DWG. WOMBAM09/16/19
ID
:R SlAyf OF Alr le
DATE: 02.05.14
GL%TJM SVMISS
SCALE: NTS
DWG.M nnis%%Fi
INTERIOR
-8-#9 X22/2"PFH
EXTERIOR
W/ STRIKE HARDWARE
4- MPL STRIKE PLATES
LOCK JAMB
J OUITSWING SHOWN - INSWING SIMILAR
9 - 99 X 13/4" PFH
8 - #9 X 21/2" PFH W/ HARDWARE
W/ STRIKE HARDWARE (6'-8" & 8'-0° UNITS)
4- MPL STRIKE PLATES
EXTERIOR
INTERIOR
4 MULTI -POINT LOCK JAMB
5 OLITSWINGSHOWN- INSWING SIMILAR
HINGESCHEDULE
DOOR HEIGHT
QUANTITY
3
4
INTERIOR\\• /
1-#9X2-1/2"PHILLIPS
FLATHEAD WOOD SCREW
\' 3- #9 X 3/4" PHILLIPS
FLATHEAD WOOD SCREWS
EXTERIOR
4-#9 PHILLIPS FLATHEAD WOOD SCREWS
17 USE 3/4" LENGTH FOR 6'-8" DOORS
USE 1" LENGTH FOR 8'-0" DOORS
HINGE JAMB
5 OUTSWINGSHOWN- INSWING SIMILAR
HINGE DETAILATIAMB:
PLACE #9 X 2-1/2" PFH SCREW NEXTTO WEATHERSTRIP
3-#8X2"PFH
/r13-#8X1.3/8"PFH(6'-8"UNITS)
W/STRIKEHARDWARE/ 15- E X /HA PFH(8'-0"UNITS)
1-MPL STRIKE PLATE COMES W/HARDWARE
4 - #8 X 13/8" PFH
1- REINFORCEMENT PLATE
HOPPE #2512296
EXTERIOR
7�
INTERIOR
MULTI -POINT LOCK JAMB r6-� MULTI -POINT LOCK
5 OUTSWINGSHOWN- INSWING SIMILAR 115 TOP REINFORCEMENT PLATE- ACTIVE PANEL ONLY
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANIA BEACH BLW.M 3M
DANIA BEACH,
FL33W4
PH:1%413998C78
FA3: (%4)]44An.
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REMARKS
I ETY1 DA1
Add ADA sill, Multi -Point Lack
I GL06/23
Rel—ce DWG. NA010871A
1AM10911f
m
:R STAX OF � &
DATE: 02.05.14
GLjTJM SS1mss
SCALE: NTS
DwG,#: nnl c;77F
5
MIN.
EDGE DIST.
SEE TABLE SHEET 2
FNF
C) W
W N
� w 2X WOOD BUCK
ofuED
WOOD ANCHOR
SEE TABLE ON SHEET 2
(j) HEAD (TYPICAL)
6 OUTSWINGSHOWN - INSWING SIMILAR
(A) OPERABLE SILL
6 OUTSWING-NOANCHOR REQUIRED
1 .
'�►�ffim-•�1
ME-
(1) SILL
6 OUTSWING-NOANCHOR REQUIRED
1� OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
2X WOOD BUCK
N
WOOD ANCHOR
o p¢- SEE TABLE ON SHEET
E>
0.25°
MAX.
SHIM
MIN. EMBED.
SEE TABLE SHEET 2
SILICONE
IG Lr '1
sm.•P:
2 JAMB (TYPICAL) OPERABLE SILL
6 OUTSWINGSHOWN- INSWINGSIMILAR 6 INSWING - NO ANCHOR REQUIRED
SILICONE
SILICONE
2X WOOD BUCK 2X WOOD BUCK
6 OPERABLE SILL �� OPERABLE SILL
6 INSWING -NO ANCHOR REQUIRED 6 OUTSWING- NOANCHORREQUIRED
AFCO H-497
SILICONE SILICONE
2X WOOD BUCK [:�:- 2X WOOD BUCK
rq---� OPERABLE SILL 1�_l OPERABLE ADA SILL
6 OUTSWING- NOANCHORREQUIRED 6 INSWING/OUTSWING - NO ANCHOR REQUIRED
PREPARED BY:
/Z
BUILDING DROPS, INC.
3N L MNM BEACH SLVD.67L333
DANW BEACH, m3
PH: 1964139 M
FAX (9541]GA)3B
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REMARKS
BY DATE
Add ADA sill, Multi -Point Lack
GL 06/23/14
Reference DWG. AA010871A
AM 09/16/19
fROM1HE REaaIREMENI50ETNIFD MADN.AnfFI6FD
[NGeIEER aRARO11fFCf SH4LLpRFPARFSRE SPE[niC
aMaMEN15 PoR aSF WDNTf60ONMEM.
0 S A OF QC
iGPEEYfQ.�'+'rR 30 ETP��
DATE: 02.05.14
GL/TJM SS%MSS
SCALE: NTS
DWG.u: D015726
SHEET: OF 8
6
MIN.
EDGE DIST.
SEE TABLE SHEET 2
CONCRETE/
w `9
MASONRY
i ¢
BY OTHERS
H
1X WOOD BUCK
(OPTIONAL)
/ /
c; m
E>
CONCRETEANCHOR
SEE TABLE ON SHEET 2
HEAD (TYPICAL)
J OUTSWINGSHOWN- INSWINGSIMILAR
MASONRY
BY OTHERS
4 OPERABLE SILL
7 OUTSWING - NO ANCHOR REQUIRED
SILICONE
.d d•
•Q d
• v.
CONCRETE/
MASONRY
BY OTHERS
OPERABLE SILL
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:
1X WOOD BUCK Z
(OPTIONAL) BUILDING DROPS, INC.
v~i•N ••�• 39BE. DANIA BEACH BM,SM338
Z O w DANIABEA61,FLM3
m 'f %CONCRETEANCHOR SILICONE PH: (95A)3998ATB
W Q �� FA%:196t)]44A]38
� SEE TABLE ON SHEET 2
' wEB: www.BmmmBax,PF.mDI
• '' °' CONCRETE/ o
MASONRY m o< m
BY OTHERS C o d
'd •, �� a W $ ! m m
0.25
MAX. ODZ F• m�xa
SHIM CID
x
CONCRETE/MASONRY BY OTHERS 0 Q � F•�
MIN.EMBED.SHE y W Z
SEE TABLE SHEET 2 C Q
2 JAMB (TYPICAL) OPERABLE SILL W wo
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REMARKS BY OAT
. C d d • C d d Add ADA sill, MultFPol rt lack GL 6/23
' C' Reference DWG. NA010S73A AM 09/16
CONCRETE/ CONCRETE/
MASONRY MASONRY
BY OTHERS BY OTHERS
o
E AIB
D mArNDTAEAERACTUALCDNDmDNS EDR—
sDE.IFTHE E UIR ENTS lxEDHEREPLA DELn
FROM THE 0.FgUIRFMENl9 DETAILED XERFBLAIID;NS
6 OPERABLE SILL 7 OPERABLE SILL FMGINEERDR pRLHRER3HALL PREPARESRE3PEOFI
DacuME FORUSEH—PR DonIMFNr.
7 INSWING - NO ANCHOR REQUIRED 7 OUTSWING - NO ANCHOR REQUIRED
AFCO H-497
* N :7 7
a
SILICONE SILICONE+ '�! 3 A OF
%0 O xo
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v.
CONCRETE/ CONCRETE/
MASONRY MASONRY
BY OTHERS BY OTHERS
9 OPERABLE SILL OPERABLE SILL DATE: 02.05.14
7 OUTSWING- NOANCHORREQUIRED 7 UTSWING/INSWING - NO ANCHOR REQUIRED GL%TJM I SS%MSS
SCALE: NTS
DWG.q: D015726
V/
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
ADATHRESHOLD
-
11
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
12
NON -COMPRESSION SHIM (0.25" MAX. THK.)
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 SHEETS)
STEEL
18
LOCK SERIES 400
STEEL
19
DEADBOLT SERIES 780
STEEL
ROCKWELL MULTI -POINT TONGUE LATCH # 73228768 6-8 UNIT20 ROCKWELL MULTI -POINT TONGUE LATCH #732287808-0UNIT
STEEL
21
HOPPE MULI-POINT HARDWARE HLS9000
STEEL
22
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091
STEEL
23
HOPPE MULI-POINT HEAD SHOOTBOLTPLATE RH#8783923
STEEL
OFRAME HEAD/JAMBS
VARIES, SEE BOM AT LEFT
L
j— 4.563"
OAFCO H-497 THRESHOLD O
4.62"
20 ROCKWELL MULT-POINT LOCK
O
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B
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0
0000
0
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O
0
0 0
0 = m
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0 0
HANDLE
HEIGHT
O o
0
0
0 0
21 HOPPE MULT-POINT LOCK
W/ SILL SHOOT BOLT PLATE #2098911
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0
0
0
PREPARED BY:
/Z
BUILDING DROPS, INC.
39g L DANK RUCH SM. ST M
DANIAMW,FLB=l
PH: (M)399E478
FA%: 193xP40A738
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REMARKS
I BY1 DAl
1dd ADA Sill, Multi -Point Lock
GL 6/2:
Reference DWG.#AD1D871A
AM 09/lt
iIL
u- uL .yL�l 4SA
.79" —L 1.65^ J— -0F•THRESHOLD THRESHOLD THRESHOLD HEAD SHOOT BOLT PLATE (LH)�,x47ne
4.56 ° ----- 5.62° 4.57"
L 1.75" DATE: 02.05.14
DWG. Y: CHK. Y:
O THRESHOLD O THRESHOLD ADA O HEAD SHOOT BOLT PLATE (RH) C LE: SS MSS
THRESHOLD
9 10 23 SCALE: NTS
" o
DWG. #: D015726
SHEET: OF 8
cq
4.51 c 1.75" 9
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