HomeMy WebLinkAboutPRODUCT PLANS'�v
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anild�e�
Hardware
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0 nc.
5615 E. POWHATAN AVE
_-
TAMPA. FL 33610
PH. (800) 966-7753
J
�4
GLAZED FIBERGLASS DOOR
INSWING/OUTSWING
WPACT
�C BNNED
St. Lucie Countv
GENERAL NOTES
1. This product has been evaluated and is In compliance with the 2010
Florida Building Code IFBCf structural requirements excluding the "High
Velocity Hurricane Zone" IHVHZf.
2. Product anchors shall be as listed and spaced as shown on details.
Anchor embedment to base material shall be beyond wall dressing or
stucco.
3. When used in areas requiring wind bome debris protection this product
complies with Section 1609.1.2 of the FBC and does not require an
Impact resistant covering. This product meets missile level'D" and
includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.4 of
the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the
some as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET
DESCRIPTION
I
TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL
NOTES
2
PANEL DETAILS, COMPONENTS & GLAZING OLIML
3
HORIZONTAL CROSS SECTIONS
4
VERTICAL CROSS SECTIONS
5
BUCK & FRAME ANCHORING
6
BILL OF MATERIALS &COMPONENTS
37.50" MAX. O.
I_ FRAME WIDTH
GLAZED SINGLE DODR,
MAX. O.A.
GLASS
DESIGN PRESSURE (PSF)
SWING
FRAME
DIMENSION
TYPE
POSRNE
NEGATNE
37.50'
OUTSWING
96.50"
G7
37.50"X
INSWING
+50.0
—50.0
98.00'
FL-9390.1
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13.659.9197
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NWINSEi IDCIL' SIGIlANPE SEPIES 1/4" MAX. N
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OPENING �
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
I. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchorlocations of the comers may be adjusted to maintain the min. edge
distance to modorjoints. It concrete anchor locations noted as "MAX. ON CENTER" must be
adjusted to maintain the min. edge distance to modarjoinls, additional concrete anchors
may be required to ensure the "MAX. ON CENTER' dimensions are not exceeded.
3. Concrete anchor table:
FRAME ANCHORING
HINGE LOCATIONS LATCH & DEAOBOLT
LOCATIONS — SGL DOOR
IX/BUCK
INSTALLATION
HINGE DETAIL w/1X BUCK
2X/BUCK
INSTALLATION
STRIKE PLATE DETAIL
HINGE DETAIL W/2X BUCK
BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
C
1 4" MAX. SHIM SPACE
WOOD
H
1 4" X 2-3/4- ELCO OR ITW PFH CONCRETE SCREW
STEEL
J
1 4" X 3-1 4" ITW PFH CONCRETE SCREW
STEEL
K
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
L
2X BUCK (SG >=
WOOD
M
1X BUCK SG >= 0.55
WOOD
N
1 4" X 3-3 4" ITW PFH CONCRETE SCREW
STEEL
P
1 4" X 2-1 4" ITW PFH CONCRETE SCREW
STEEL
R
3 i6" X 3-1 4" ITW PFH CONCRETE SCREW
STEEL
1
IHINGE & LATCH STILE EDGE
COMPOSITE
2
1 HINGE & LATCH STILE REINFORCEMENT
WOOD
3
TOP RAIL
COMPOSITE
4
BOTTOM RAIL
COMPOSITE
5
ILOCK BLOCK
WOOD
6
1 DOOR SKIN 0.069" THK. PLAIT PRO NANYA F = 11,063 PSI
FIBERGLASS
7
IFOAM CORE
POLYURETHANE
11
JAMB FINGER -JOINT -PINE SG - .42 OR BETTER
WOOD
11A
POLYFIBER JAMB
POLYFIBER
13
WEATHERSTRIP
FOAM
19
8 X 2-1/2- PFH WOOD SCREW
STEEL
23
10 X 3 4" PFH WOOD SCREW
STEEL
25
10 X 2-1 2" PFH WOOD SCREW
STEEL
26
LATCH STRIKE PLATE
STEEL
27
DEADBOLT STRIKE PLATE
STEEL
28
4" HINGE
STEEL
31
OOL LITE FRAME
ALUMINUM
34
#10 X 1-3 4" PFH WOOD SCREW
STEEL
35
GLAZING COMPOUND REDI-SEAL BY ODL. POLYMERIC FOAM
I P MERIC FOAM
36
STRUCTURAL SILICONE DOW #995
37
SCREW PLUG
45
OUTSWING THRESHOLD BY DLP
51
INSWING THRESHOLD BY OLP
52
DOOR BOTTOM SWEEPlIa_
52 DOOR SWEEP
4.562"� n
/,1 POLYFBER JAMB
45 OUTSWING THRESHOLD
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FL-9390.1
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Cenificate of Authorimlion No. 9813
Product
Sub Category
Manufacturer
Product Name
Category
Builders Hardware, Inc.
Glazed Fiberglass Door
Exterior
Swinging
Exterior Door
5615 E. Powhatan Ave.
Inswing / Outswing
Doors
Assemblies
Tampa, FL 33610
"Impact"
Phone 800.966.7753 Facsimile 813.977.5632
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Builders Hardware, Inc. based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do 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.
Limitations:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements excluding the "High
Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
orstucco.
3. When used In areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and
Section 1609.1.2.4 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-9390.1 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL-9390.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 07-01030198
TEL 01390454
2. Miami -Dade NOA
09-0127.13
3. Drawing No.
No. FL-9390.1
4. Calculations
Anchoring
Test Standard
TAS 201-94, 202-94 & TAS 203-94
ASTM E1886-05/E1996-06
ASTM E330-02
Materials Testing
PVB Intedayer- Saflex by Solulia
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
Testino Laboratory Signed by
Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
Testing Evaluation Lab.,lnc. William B. Shelton, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
5. Qualih Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifying that Builders
Hardware, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Z/�
Guide 53. C/—
Lyndon F. Schmidt, P.E.
FL PE No. 43409
2/10/2012
PF 1626 Sheet 1 of 1
SCANNED
') BY
St. Lucie County
Builders
Hardware
' nc.
5615 E. POWHATAN AVE
TAMPA, FL 33610
OPAQUE FIBERGLASS DOOR
INSWING / OUTSWING
''IMPACT'
GENERALNOTES
1. This product has been evaluated and Is in compliance with the 2010 Haida Bugding Code
)FBC) structural requirements excluding the "FBgh Veloclly, Hurricane Zone° )HVK).
2. Product onchors shag be as listed and spaced as shown on details. Anchor embedment to
base material shag be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complesvrith
Section 1609.1.2 of the FBC and does not require an Impact resistant covering. This product
meets missile level"Y and Includes Wind Zone 4 as defined In ASTM E 1996 and Section
1609.1.2.4 of the FBC.
4. For 2X stud framing construction, anchoring of these units shall be the some as that shown
for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering
analysis by o ricensed engineer or registered architect.
TABLE OF CONTENTS
SHEETS
DESCRIPTION
I
Typical elevatiom design pressures. 6 genera rates
2
Door panel data%
3
Horizontal Claa sections
4
Vergcal Class sections
5
Buck and frame anchoring- 2X buck mosamy construction
6
Fnrneancnwng-IX buck masonry comtruction
7
e0ofmateriah&componenh
•OVERALZ
OESIGN PRESSURE
(ESEj
SWING
;.
DIMENSION z=
POSfl
NEGATIVES
INSWING
37.50"x98.W
+65.0
-70.0
OUTSWING
37.50' x 96.50"
+65.0
-65.0
2g
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BUCK ANCHORING HINGEJAMB
CONCRETE ANCHOR NOTES:
1. Subsfilution of equal ca Mfe anchon, from a different supp6ermayhove different edge
distance and center distance requirements.
2. Concrete anchorlocations at the comers may be adjusted to maintain the min. edge
distance to mortcrjoints. If concrete anchor locations noted as MAX. ON CENTER' must be
adjusted to maintain the mfn. edge distance to modarjoints, additional concrete anchors
may be requied to ensure the 'MAX ON CENTWdimensions are not exceeded.
3. Concrete anchor fable:
ANCHtlR
'ANCHOR
'':MIN,
M1N. CIEARANGEro
MIN.E{EARANCET6r:-
TYPE �'
SIZE
BMBEOMENT
>_MASONRYEOGE
ADJACENTANCNOR:�:+
ITW
114'
1-1/4'
2.1/7
3'
ELCO
1/4'
1-1/4'
1'
F TYP.
52L
FRAME ANCRREJAMB
NORING SI
Masonry 2X bu.R hstruc'..
29
M
M 27
LATCH& OEAOBOLTOEEAIL HINGEBETAIL
ert LFS 3
awc w.: e
FL-11321.6 0
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FRAMEANCHORING
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CONCRSEANCHOR NOi6':
$
I.SubsRfuHon of.aual concrete anchm hem. differentsuppllsw ay have different edge
n
dafanceorsd center dafance requil.M.Ml.
3
°t
2 Concrete Pooh,,haaEem at the comers may be adjusted to maintain the nin. edge
B
dsfance to nmdorjdnh. if connate oachalocaflom heted as 'MAX. ON CENTER'must be
w
ad/usled to np,tole the ge. edge distance to modorJoinh, atldtl.t concrefe anchors
"tp
maybemcuhedtoemureihe'MAX.ONCENIER'dimemlomarerwfmx etled.
—i
3. Conaeteenchortable:
o
are 9290E
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>
ELCO
1/C
1-1/6'
1°
IIW
3/16'
I.1/4'
2-5/B
21/4°
BILL OF MATERIALS
DEM DESCRIPTION MATERIAL
A
1%BUCK SG>=0.55
WOOD
B
2X BUCK SG>=0.55
WOOD
C
1/4"MAX. SHIM SPACE
-
D
1/4'B24/4"PFHELCO OR OW CONCRETE SCREW
STEEL
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
I 1/4"X2-1/4"PFH ELCO OR CONCRETE SCREW
STEEL
G
3116"X3-1/4"PFH IIW CONCRETE SCREW
STEEL
H
1/4'X3-1/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
1
1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
L
#10 X2-1/2'PFH WOOD SCREW
STEEL
M
#8X2-1/2' PFH WOOD SCREW
STEEL
6
SEALANT
SILICONE
7
WEATHERSTRIP
FOAM
9
4"HINGE
STEEL
10
#10X 3/4"PFH WOOD SCREW
STEEL
20
JAMB FINGER - JOINT - PINE
WOOD
21
POLYFIBER COMPOSITE JAMB
POLYFIBER
27
LATCH STRIKE PLATE
STEEL
28
1 DEADBOLT PLATE
STEEL
30
1 DOOR SWEEP
-
31
OUISWING THRESHOLD BY DLP (GOSH(
ALUM./WOOD
33
INSWING THRESHOLD BY DLP JISCSJ
ALUM./WOOD
40
DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41
DOOR SKIN (MIN. 0.086"THICK( PLAIT-PRO/NANYA Py =11,063 PSI MIN.
HBERGLA55
42
TOP RAIL
CELLULAR PVC
43
LATCH & HINGE STILE
CELLULAR PVC
44
REINFORCEMENT WOOD FOR LOCKS
LVL
45
BOTTOM RAIL
CELLULAR PVC
46
FOAM CORE
POLYURETHANE
47
HINGE SALE REINFORCEMENT
LVL
48
STILE REINFORCEMENT
STEEL
7U EADd IDE
Janb
0SWNTHRESHOLD ,GOOG
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2T NEAD dSIDE
P* FiberI
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FL-11321.6
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building industry
C P.O. Box 230 Valrieo. FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorimlion No. 9813
Product
Sub Category
Manufacturer
Product Name
Category
Builders Hardware, Inc.
Opaque Fiberglass Door
Exterior
Swinging
Exterior Door
5615 E. Powhatan Ave.
Inswing/Outswing
Doors
Assemblies
Tampa, FL 33610
'Impact"
Phone 800.966.7753 Facsimile 813.977.5632
Scope: This is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Builders Hardware, Inc. based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do 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.
Limitations:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the
"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and
Section 1609.1.2.4 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-11321.6 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FLA 1321.6 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 2004-09-24-029
2. Drawing No.
No. FL-11321.6
Test Standard Testing Laboratory Signed by
ASTM E330-02 and ASTM El996/1886-02 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
Prepared by
RW Building Consultants, Inc. (CA #9813)
Signed & Seated by
Lyndon F. Schmidt, P.E.
3. Calculations Prepared by Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifying that Builders
Hardware, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and c�
Guide 53. a�
Lyndon F. Schmidt, P.E.
FL PE No. 43409
2/1312012
PF 1423 Sheet 1 of 1
-F SCANNED
BY
St. Lucie County
lastp o
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smoothl Woodgeclea/ White Woodgealaa
Rusflc/ mahogany
Series Fiberglass Drive
aaaSw9NG / 00TSWING
"IMPACT"
9 NEP.AL NOTES
1. �ys product has been evaluated and is in compliance vdlh the 2010 Florida
W'ng Code (FBC) shucturel requirements excluding the `High Velocity
cone Zone' (HVHZ(.
2. �r duct anchors shall be as listed and spaced as shovm on details. Anchor
(smbedmont to base material shall be beyond wall dressing orstucco.
3.lined
n used in areas requiring wind borne debris protection this product complies
Section I S.12 of the FBC and does not require an impact resistant
eying. This product meets missae level "D" and excludes iMnd Zane 4 ce
in ASTM E 1996 and Section 1609.M4 of the FBC.
4. For2x stud framing construction, anchoring of these units shall be the same as
that shown for 2x buck masonry construction.
5. Site conditions that deviate from the defaM of tits drawing require, further
engineering analysis by a licensed engineer orregktered architect.
TABLE OF CONTENTS
SHEEN
BESCRIFBON
I
Typical elevatlam, design pressures 8 general notes
2
Doorpaneldefai8
3
SideGte pane tlalpasaKd ct anng ea'
4
Elevalions
5
HIX20mOlcrosswolions
6
Verfical crosssection;
7
euakantl tmmo anahonng
XX
8
BuakanU fmme anchoring
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10
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EXTERIOR
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NMIND CONSULTANT]. INC.
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BUCKANCHORING ASTRAGALSTRIKEJAMB
CONCREIEANCHOR NOTES:
1. Substitution of equal concrete anchors Gom a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchor locations of the comers may be adjusted to maintain the min. edge
distance to modarJolnis. Concrete anchor locations noted as "MAX. ON CENTER"must be
adjusted to maintain the min. edge distance to madarjoints. additional concrete anchors
may be reaufred to ensure the "MAX. ON CENTER" dimenston are not exceeded.
ANCHOR';'ANCHOR
:?MIN
MIN CLEARANCETO
MIN. CLEARANCE ip .;
TVYE
SIZE
EMBEDMENT
;MASONRY EDGE
ADJACENT ANCHOR ;_
ITw
1/4"
1-1/4"
2.1/2"
3"
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1/4"
1-1/4"
1"
4"
ITW
3/14"
1-1/4"
2-5/B"
1-1/0"
i
FRAMEANCHORING
Masonryconshuctbn
DETAIL 1
Asimgal How balls
al the threshold
(Oulswing)
SEE HINGE
DETAIL 1
m
SEE HINGE
DETAIL 2
HINGEJAMB
UCK
UCK
DETAIN
ANachh aslragd tluow bolt
shrike plate to Game
os shown
28
F
27
LATCH RDEAD BOLT WAIL
HINGE DETAIL 1
0
DETAIL I
Asllagal ivow bolts
at the threshold
(bwmgl
FL-15187.3 0
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(15 PLCS)
VIEW A -A
CONCRETE ANCHOR NOTES:
IA
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SEE HINGE m
I DErAII '
L )2X BUCKtMULIIONS
N 1%BUCK
P. HEAD
-
JAMBS
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TYP D
® SILL t /
IX BUCK
2%BUCK
1. Substitution of equal concrete anchors from a different suppllermay have different edge ' DETAIL '
distance and cenfer distance requirements. Attach oshagal throw bolt
2. Concrete anchor locatlam at the comers may be adjusted to maintain the min. edge stoke plate fo home
distance to modarjoinls. Concrete anchor locations noted as 'MAX ON CENTER" must be as she. LATCH
adjusted to maintain the min. edge distance to modarjoinls, additional concrete anchors
may be required to ensure the WAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ERAMEANCHORING
ANCHOR
aycNOR
..
MM CLEARANCE TQ
MtP{ CLEARANCE TQ :'
7'YPf
::; 514E
E.......
BEDMENT
MASONRY; SAGE
ADJACENTANCNQR
HIM
114"
1.1/4"
2.1/2"
3"
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114'
1.1141
1"
4'
ITW
3/16"
1.1/4"
2-5/8"
1.1/8"
W
��LT
DETAIL I DETAIL 1
Astragal throw bolts Astragal threw boils
at the threshold at the Threshold
IOutsWingl (Inswing)
SEE HINGI
DEIML 2
HINGEJAMB
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YLLDWC CONSULTANTS. INO.
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1 �E . 1 O PMne Na.: 91Y659.919%
IO O y O PART OR ASSEMBLY: M.4d. Boo. el Pmle..t..I Englneem
CeNilavle IX Notlzo�tlenJ+o. 9613
ASTRAGAL DETAILS
NO DATE REVISIONS BY Lmae� E. smmlat P.L xa uage
O so1e. x.w. Bm�Olxp cox9uv.xra i+=.
BILLOF MATERIALS
f1FMP
DFSCRIPTION
MATERIAL
A
IX BUCK (SG >= 0.551
WOOD
B
2X BUCK (SG >= 0.551
WOOD
C
1/4"MAX.SHIM
SPACE
-
D
1/4"X2-3/4"PFH
ELCO OR
IPN CONCREIE 5CREW
STEEL
E
MASONRY-31192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
#8X 1-1/2'PFH WOOD SCREW
STEEL
H
3/16"X3-1/4"ITW CONCRETE SCREW
STEEL
I
1/4"X2-1/4"PFH ELCOORIPN CONCRETESCREW
STEEL
K
#8X 1-1/4"PFH WOOD SCREW
STEEL
L
#8 X2-1/2'PFH WOOD SCREW I
STEEL
N
1/4"X3-3/4"PFH ELCO OR UVJ CONCRETE SCREW I
STEEL
P
#8 X 2' PFH WOOD SCREW
STEEL
I
POLY HBER JAMB
COMP.
2
WOOD JAMB (FINGER JOINTED PINEI
WOOD
3
INT. FRAME
HP POLY
4
EXL FRAME
HP POLY
5
#7-19 X I-3/4" PPH SELF DRILLING SMS
STEEL
7
WEATHERSTRIP
FOAM
8
DOOR BOTTOM SWEEP
VINYL
9
rX4"BUTT HINGE
ALUMINUM
I1
#9X3/4°PFH WOOD SCREW
STEEL
12
HOMERUN SEALANT
13
READISEAL SEAL ANT
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
31
TIE PLATE
STEEL
32
ASTRAGAL STRIKE PLATE
STEEL
33
EXTRUDED ALUMINUM ASTRAGAL BY DLP
ALUM
34
CONCEALED STIFFENER
ALUM
35
SLIDE BOLT ROD
ALUM
40
DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR
CONSTRUCTION DETAILS
_
42
INSWING THRESHOLD w/SIDELITE ADAPTER
ALUM/COMP
43
OUTSWING THRESHOLD
ALUM/COMP
44
INSWINGTHRESHOLD
ALUM/COMP
45
OUTSWING THRESHOLD w/ SIDELUEADAPTER
ALUM/COMP
AA
ADA THRESHOLD
ALUM
50
SIDELHE PANEL- SEE DOOR PANEL DETAIL SHEET FOR
CONSTRUCTION DETAILS
_
58
2X RDNFORCEMENT (SG>=0.55(
WOOD
I-4S6"
946 ADA MRESIIOLD
DIP
L�4.567'� n
I
r I I�
1--2.44' ---` 1 2I3"
T HEAD RSIDE
Polyfiberl=b
OUTSWINGMRESHOLDw SIDELIIEADAPTER
45 By End=
456'
I I�
Yy F'---23e 22-A
2 WOODJAMB
43 OUISWING THRESHOLD
BYEM1ua
INSWING MRESHOLD w/SIDEM ADAPTER
By"n .
(�-7°—{
o 0 0 0 0 0
I'F1�''IIII O O O O O O
T o 0 0 0 0 0
c \.JV.J I V, O O O O O O
6 0 0 0 0 0 0 0 0 0 0 0 0
� L 0 0 0 0 0 0 0 0 0 0 0 0
i 7 WEA aER�BS� WEEP PE PLATE
3 IbGA
eBR. e/11 LFS 3
pM11a.: a
FL-15187.J -
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Vvlrico. FL 33595 Phone 913.659.9197
Florida Board of Professional Engineers Certificate of Authuriralion No. 9813
Product
Sub Category
Manufacturer
Product Name
Category
Plastpro, Inc.
SmoothNVoodgrainMhite Woodgrain
Exterior
Swinging
5200 West Century Blvd.
Rustic/Mahogany
Doors
Exterior Door
Assemblies
Los Angeles, CA 90045
Series Fiberglass Door
InswinglOutswing - "Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department
of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do 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.
Limitations:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements excluding the "High
Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection, this product complies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E1996 and
Section 1609.1.2.4 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-15187.3 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL-15187.3 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01390242
TEL 01390242-IC
ETC 10-209-24714.1
2. Drawina No.
No. FL-15187.3
3. Materials Testinq
Saflex Intedayer by Solute
Test Standard
ASTM E 330-02
ASTM E 188611996-02
ASTM E 330-02 & E 188611996-02
Prepared by
RW Building Consultants, Inc. (CA#9813)
Miami -Dade NOA No.
09-0127.13
Testing Laboratory Signed by
Testing Evaluation Laboratories, Inc. Lyndon F. Schmidt, P.E
Testing Evaluation Laboratories, Inc. Lyndon F. Schmidt, RE
ETC Laboratories Mark Sennett
Signed & Sealed by
Lyndon F. Schmidt, P.E.
4. Calculations Prenared by Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
S. Quality Assurance e
Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing4z ..
products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
2/2412012
PF 1574 Sheet 1 of 1