HomeMy WebLinkAboutProduct Approval; Exterior Door Assemblies-PPawri& alas-- oL'* I
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Of
JELD-WEN, inc.
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@ buildingdrops.com
Design Pro / Smooth Pro Fiberglass
Glazed (Impact) (HVHZ)
for
Florida Product Approval
Report No. 4438.3
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:
JELD-WEN, inc
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:12/12/2019
Contents:
Evaluation Report Pages 1— 4
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2019.12.13 14:09:48-05'00'
F10;
v11ed111
Hermes F. Norero, P.E.
Florida No. 73778
Manufacturer:
BUILDING DROPS
A Perfect Solution in Every Dropl
Certificate of Authorization: 29578
JELD-WEN, Inc.
Date: 12/12/2019
Report No: 4438.3
Product Category: Exterior Door
Product Sub -Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
Product Name: Design Pro / Smooth Pro Fiberglas
Glazed (Impact) (HVHZ).
3'-0" X 6'-8" (Nominal)
3'-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 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.
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: 12/12/2019
Report No: 4438.3
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-210-3916-02 w/ addendum
06/10/14
NCTL-210-3918-03
10/12/13
NCTL-210-3918-02
10/12/13
NCTL-210-3924-01
12/18/13
NCTL-210-3925-03
02/07/14
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:
SJW2013-229
11/26/13
SJ W2013-232
11/26/13
SJW2013-234
12/09/13
SJW2013-235
11/26/13
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
SJW2014-072
06/27/14
SJW2014-080
07/03/14
All reports signed and sealed by Robert H. Zeiders, P.E.
Hermes F Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Report # Report Date:
SJW2016-006 02/22/16
TAS Report Engineer of Record: Harold E. Rupp, P.E.
Quality Assurance Entity
National Accreditation & Management Institute
(FBC Organization #QUA1789)
Date: 12/12/2019
Report No: 4438.3
Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84
Report#: 3113726SAT-001 111 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
5. Material Certifications
Miami -Dade County RER — Product Control Section NOA
Current NOA for Solutia PVB Interlayer (Saflex by Eastman Chemical Co.)
Current NOA for SGP Interlayer by DuPont (SentryGlas by Kuraray America)
Installation: Refer to Installation Instructions (D02S704) for anchor spacing and more details of the
installation requirements.
Design Pressure: Refer to drawing (D015704) for pressure information.
Hermes F Norero, P.E.
Florida No.73778
Page 4 of 4
j No
WINDOWS & DOORS
DESIGN PRO/ SMOOTH PRO FULL LITE
IMPACT APPROVED
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERALNOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TOTHE 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. 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
GLASS, DECORATIVE, AND EXTERNAL WROUGHT IRON AND RADIUS (SHAPED) LITES.
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
OD IS RATED FOR ASLL AUTHORITY
PRODUCT MEETS THIS REQUIREMENT, ME TPRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH +OH HEIGHT IS;.- 1.0
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
. TYPICAL ANCHOR LAYOUTS AND NOTES
3
OPTIONAL 2X BUCK ANCHORING DETAILS
4
A
VERTICALASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
GLAZING DETAILS
7
A
WOODSUBSTRATES
B
A
CONCRETE SUBSTRATES
9
A
COMPONENTS& BILL OF MATERIALS
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MAX. OVERALL
NOMINALSIZE
DESIGN PRESSURE (PSF)
MISSILE
IMPACT
RATINGWIDTH
HEIGHT
INSWING
OUTSWING
POS.
NEG.
POS.
NEG.
X
3'-0"
6'•B"
65
65
65
65
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65
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INSTALLATION NOTES:
L ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
NG SHIM(S). MAXIMUM ALLOWABLE
2 SHIM AS REQUIRED AT EACH SHIM STACKTO BE 1/4 NCH.ISHIM WHERE SPACE OF 11/16 INCH OR GNSTALLATION ANCHOR WITH LOAD REATER OCCURS. SH M(S) S ALL EE
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 ND GROUT FILLED BLOCK, Do NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANACE IS MEASURED FROMEE EDGE OF BLOCK OREDGE 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
CONCRE WMASONRY CONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD -MINIMUM SPECIFIC GRAVITY OF0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF3000PSI, INIMUM
C.
OF 2000 PSI EAND GROUT D CMU- ICONFO MS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE COMPRESSIVE
STRENGTH OF 2000
PSI.
0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMBEOMENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHOR TABLE
6W DOORS
810" DOORS
ANCHOR TYPE
ANCHOR
SUBSTRATE
MIN.
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MAX, O.L
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CONCRETE/
MASONRY
BY OTHERS
OPERABLE SILL
OUITSWING - NO ANCHOR REQUIRED
AFCO H-497
SILICONE
-4 4
4
\"—CONCRETE/
MASONRY
BY OTHERS
�—OPERABLE
LE SILLqLffs llm�-NO ANCHOR REQUIRED
PREPARED -y'
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BUILDING DROPS, lNr-
398LmI W IAUPtKMVD.0E3M
DAWA DEAM FOM
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DATE: 02.05.14
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DwG.#: D015704
SHEET'. OF10
8
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
S
THRESHOLD
-
6
THRESHOLD
-
7
AFCO H-497 THRESHOLD
B.
THRESHOLD
-
9
THRESHOLD
-
10
THRESHOLD
-
11
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
12
NON -COMPRESSION SHIM (0.25' MAX. THIL)
COMPOSITE
13
(NOT USED)
-
14
(NOrUSED)
-
15
910 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT
STEEL
16
CON C./CMUANCHOR (SEE ANCHOR TABU SHEETS 2&3)
STEEL
17
BUTT HINGE (SEE SCHEDULE SHEETS)
STEEL
IB
LOCK SERIES 400
STEEL
19
DEADBOLT SERIES 78D
STEEL
20
ROCKWELLMULTI-POINTTONGUE LATCH 0732297686.8UNIT
ROCKWELL MULTI -POINT TONGUE LATCH #73nW808-0UNIT
STEEL
21
HOPPE MULI-POINT HARDWARE HLS9000
STEEL
22
ODL LITE KIT (LMI)
6053-T6 ALUMINUM
23
FLUSH GLAZING LEG
FIBERGLASS
24
OOL UPLTTE KIT (RADIUS LTTES)
PC ABS
2S
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091
STEEL
26
HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH48783923
STEEL
27
GU SECURY S-BOLT MULTI POINT
STEEL
OFRAME HEAD/JAMBS
1 VARIES, SEE BOM AT LEFT
i_
�I-- 4.S69' --�{
THRESHOLD
OAFCO H-497 THRESHOLD
e
4.62"
O • D
OTHRESHOLD
i
pr�
O • �
QTHRESHOLD
10 THRESHOLD
S.00"
0
PREPARED — '
BUILDING DROPS, INC.
393 F. CANA BEACH KYD. STE 333
WRU9FAMR.33003
pH:13 1399l479
FAX: i%417"A738
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25 HEAD SHOOT BOLT PLATE (LH) 26 HEAD SHOOT BOLT PLATE (RH)
3.75° 7
DATE:
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20 ROCKWELL MULT-POINT LOCK
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HEIGHT
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HOPPE MULT-POINT LOCK
21 W/ SILL SHOOT BOLT PLATE #2098911
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PREPAREDa�
BUILDING DROPS, INC;
319LDAPAGfA
Mw,STEW
DANIAKAOLR33 M
MN:195413"75
rA3:19941144AM
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REMARKS
BY DAT
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DATE: 02.05.14
DWG. Y: Y:
G Tim SS MSS
SCALE: NTS
DWG.#: D015704
SHEET: OF10
10