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5200 W. CENTURY BLVD. ;�'•
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LOS ANGELES, CA 90045
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r--- 74.00"MAX.OVERALL FRAME WIDTH
Smooth/ Wood Grain/ White Wood Grain
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Rustic/Mahogany .; .L;ILL
Series N Rberglan Door I I V
INSWING/OUTSWING $ d _
"NON-IMPACT' W
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GENERAL NOTES 5 N W
1. This product has been evaluated and is in compliance with the 5th` dition(2014)Florida 1 m o m J
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Building Code(FBC)structural requirements excluding the"High Verity Hurricane Zone o
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A. (HVHZ). ^ ® ^ & ¢ a
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to w
base material shall be beyond wall dressing or stucco. O 'o
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3. When used in areas requiring wind bome debris protection this product is required to be m
protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. a^
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4. For 2x stud framing construction,anchoring of these units shall be the same as that shown $ z
for 2x buck masonry construction. W
5. Site conditions that deviate from the details of this drawing require further engineering
- analysis by a licensed engineer or registered architect. Q
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TABLE OF CONTENTS Z
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g SHEET N DESCRIPTION a F z
1 Typical elevation,design pressures,8.general notes OVERALL DOOR
2 Door panel details GLASS DESIGN PRESSURE(PSF)
SWING FRAME D.L.O.
E 3 Horizontal cross sections TYPE z
za DIMENSION DIMENSION POSITIVE NEGATIVE Veca cross sec tuns —:02116112
oz
N.T.S. °
5 Buck and frame anchoring-2X buck masonry construction INSWING 74.00"x82.00" 21.00"x63.00" +47,0 .47.0 SCALE
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Frame anchoring-1 X buck masonry constructionG T owc.BY: JK m'
- Endura astragal details OUTSWING 74.00"x 80.50" 21.00"x 63.00" +47,Q _47,0 c"K.rn: LFS
Bill of materials,glazing detail 8 components
onAwwc NO.: �
FL-15213.12 n
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G SHEEP
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48
43 41 INTERIOR G1 -
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1 . .AMAX. (j7) '`46
J EXiErtivl'c
DOOR v U r " �: ru rba
PANEL WIDTH 1 HomoNTAL ROSS
_ 21.00'MAX. 2 d
momw
D.L.O.WIDTH _
2 I�—��0.98"
2
1.59" C)
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0 1 InS m Z
-1 1 48 S W N
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W w 70P RAIL ��LATCH R HINGE STILE �1 HINGE IATCH STILE EINFORCEMENi WOOD o
= r= 42 Cellular PVC Wood reinforcement Cellular PVC For lock Q
w (9 INTERIOR EXTERIOR a a
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O ° ^ o 1.59" '
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3 0 2 GLAZING COMPOUND
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it 0.5'GLASS 1"MIN. G1 0
BITE GLASS THK. w V)
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1/8"TEMPERED = In
GLASS 41 h
COMVRCAIL AIRSPACE 46
alz OPTIONAL
a D DECORATIVE INSERT i
AIR SPACE
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L700R PANEL o
GLASS _MPERED v¢
45 '^
GLAZING SPACER I
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a SNAP IN LITE FRAME
DATE:02116112
G ZIN DETAIL SCALE: N.T.S.
G i 2 VERTICAL CROSS SECTIONSCALE:
B JK m
2 CHK.BY: LFS ;
DRAWING No N
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FL-15273.12 0
N
C SHEEP?OF 8
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4 4 EMB.(TYP.) ``% ,..... ii o
4 21 20 C
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EXTERIOR 10� H z o V)
4 D
r41 HORIZONTAL CROSS SECTIONW
3 Shown w/1 x sub-buck IL m
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,d 1-114°MIN. 4 4 & < _
EMB.(TYP.) 1-1/4"MIN, a a
EMB.(TYP.)
NOTE: m
D C 151, 1.As noted in the test report astragal was attached 0151, C D
C'SINK to the inactive leaf with(10)#8 x 3"psh sms and C'SINK °
(TYP) (4)# x 2-1/2 pfh sms for all 6'8"(outswing).
(TYP.) L ° m
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Astragal was attached to the inactive leaf with
2D 2, (9)#8 x 3"psh sms and(4)#10 x 2-1/2"pfh sms 21 20 ° N
for all 6'4'(inswing). Ln
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°
7 8 40 8 7 0
40 INTERIOR 40 7 40 INTERIOR
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? ° ° DATE:02116112 z
a K 10 EXTERIOR NI 1 SEE EXTERIOR 10 ° SCALE: N.T.S.
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9 11 27 2 NOTE 1 9 11 8 M.BY: JK m
CHK.BY: LFS
g E 1 HORIZONTAL CROSS SECTION ��HORIZONTAL CROSS SECTION /"31 HORIZONTAL CROSS SECTION E DaAesHc HD.:
3 Outswing shown-inswing �Outswing shown-Inswing 3 Outswing shown-inswing FL-15213.12 N
also approved also approved also approved
SHEET 3 OF 8 "
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EXTERIOR INTERIOR EXTERIOR INTERIOR
Q J �
r 2VERTICAL ERTICAL CROSS SECTION wJJ N U
e 1 VERTICAL CROSS SECTION a m
4 Outswing shown-inswing 4 Shown w/1 X sub-buck
also approved �I o
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EXTERIOR INTERIOR
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EXTERIOR INTERIOR 40 In
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34 7 _ �j
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DWG.BY: JK m'
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3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DRANTNG NO, K
s 4 Outswing configuration
4 hawing conflguratlon FL-15213.12 N
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SHEET
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�WHEAD E DETAIL ''111111) It s� , $ m o, z
MASONRY I I MASONRY TTP.HEAD& I
OPENING &:.AM0S I 1 i� i i�•i v�Ei:it'iv - IAA.IBS
ASTRAGAL II FRAME ASTRAGAL
2X BUCK I SHOWN FOR SHOWN FOR I i-T REFERENCE 2X BUCK RE ERENCE I I ONLYN
ONLY I I _ _ F w NF
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SEE DETAIL I I TYP.®SILL Z O o_
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28 0 7 m
BUCK ANCHORING HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB M a m
Masonry 2X buck construction
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° LATCH d DEADBOLT DETAIL N z
CONCRETE ANCHOR NOTES: E
1. Concrete anchor locations at the comers may be adjusted to maintain the min. x�
edge distance to mortar joints.
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to DETAIL 2
maintain the min.edge distance to mortarjoints,additional concrete anchors 9
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. K
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a 3. Concrete anchor table: T O
g ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE w i
g TYPE SIZE EMBEDMENT TO MASONRY 70 ADJACENT T 1
N F a
EDGE ANCHOR c a m
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® 1/4" 1-1/4" 2" 4" o
T ELCON 9/4/08
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ULTRACON® 1/4" 1.1/4" 1" 4" N g SCALE: N.T .S.
ITW ® 3/16" 1-1/4" V. 1-1/2" DWG.BY., JK m
TAPCON cNe.BY: LFS
DETAIL 1 DETAIL 1 HINGE DETAIL
WOOD SCREW INSTALLATION NOTES: DRAWING No.:
s1.Maintain a minimum 5/8"edge distance, 1"end distance,&i"o.c.spacing of Inswing configuration Outswing configuration FL-15213 12 H
wood screws to prevent the splitting of wood. sNEE 5 or 8
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SEE DETAIL
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1 � 11 1 x`•_111 � II it BI I mil\,�I
TYP.HEAD& a
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MASONRY JAMBS I I 1 illi J�Ei�E Aa V -
OPENING II
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ASTRAGAL z
FRAME I SHOWN FOR 28 mo
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REFERENCE ONLY 7 M z o
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1 X BUCK I D 27 a i
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SEE DETAIL LATCH 6 DEADBOLT DETAIL
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HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB w o
ry
Masonry 1 X buck construction
CONCRETE ANCHOR NOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min. o
edge distance to mortar joints.
a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
a maintain the min.edge distance to mortarjoints,additional concrete anchors DETAIL 2 i
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. O ^
3. Concrete anchor table:
3 W
ANCHOR ANCHOR MIN♦ MIN.CLEARANCE MIN.CLEARANCE p a
TO MASONRY TO ADJACENT a
TYPE SIZE EMBEDMENT EDGE ANCHOR
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z iAP ON® 1/4" 1.1/4" 2ITw " 4" DATE: 9/4/08 izSCALE. Di
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ELCO 1/4" 1-1/4" 1" 4" N.T.S.
ii ULTRACON® 3 M.By, JK m
P TAPCON® 3/16" 1.1/4" 3" 1-1/2" N CHK.BY: LFS 3
DRAWING NO.:
WOOD SCREW INSTALLATION NOTES: DETAIL 1 DtTA1L 1 FL-15213.12 N
s 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of Inswing configuration OutsvAng configuration o
wood screws to prevent the splitting of wood. SHEET 6 or 8
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BILL OF MATERIALS
REM DESCRIPTION MATERIAL REM I DESCRIPTION MATERIAL
A 1 X BUCK SG>=0.55 WOOD 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS Woo D0=2
B 2X BUCK SG>=0.55 WOOD 21 POLYFIBER JAMB COMP./VINYL = �2_- m
C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL %N'
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL
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MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL 1:1 "'' ���`� u)>M .
E CONCRETE i� is �� z d m 6
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 31 OUTSWING BUMP THRESHOLD ALUM. ��iTL11 11�� z —
F 1/4"X 2-3 4"PFH TTW CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP#3626 BY HOLM IND. PVC $ '
G 3,16"X 3-1/4"PFH^W CONCH SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 7 yg$SFE
H 1/4"x3-1/4"PFH ITW CONCRETE STEED. 34 1NSWWGAD.jwTABLEALUMINUM HRESHOLD6-W. .__M. ..__. 1", 2
I 1/4T'X 2-1 4"PFH ITW CONCRETE SCREW STEEL 40 DOOR PANEL-SEE DOOR PANE.DETAIL SHEET FOR CONSTRUCTION DETAILS
J 1/4"X 4"PFH ITW CONCRETE SCREW STE3 XF DOOR MRN.0.078'MQ FIBERGLASS ��►
K #9X 2-1/2"PFH WOOD SCREW STEL 42 TOP RAIL CELLULAR PVC y
L #10 X 2-1/2"PFH WOOD SCREW STEEL 43 LATCH&HINGE STILE CELLULAR PVC d _
M #9 X 2-1/4"PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD
N I 3116'X 3-1/7'PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC z
O 3116'X 1-1/2"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE o z
1 #10 X 2-1/2"PFH SMS STEEL 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD S
2 #8 X 3"PSH SMS STEEL 48 SNAP IN LITE FRAME ABS o s
3 FLUSH BOLT STRIKE PLATE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE
,:S m v
7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. "c w
8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 61 9-3/4"LENGTH TOP BOLT RETAINER ALUMINUM a m Q
9 V X 4"BUTT HINGE STEEL 62 9-3/4"LENGTH BOTTOM BOLT RETAINER ALUMINUM o 00
10 #9 X 1"PFH WOOD SCREW STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM S m
11 #9 X 3/4"PFH WOOD SCREW STEEL 67 SLIDE BOLT ROD STEEL a a
17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL
18 KWIKSETDEADBOLT-SIGNATURESERIES 780 STEEL 'm
}� —4.56" I ^ 4.68" u
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2'44" 2.13" 31 OUiSWING BUMP THRESHOLD o
0 20H DI I E
g Jamb
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4.56"
---5.63" N a
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4.56" N
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a>E: 914108 i
2.44" SCALE: N.T.S. °
DING.BY: JK m'
o CHN.BY: LFS 3
a SS ADJ ST�INSIVING THRFSHOID ADJUSTABLE IN,WING R SHOLD ZT HEAD I SIDI OR W NG NG.: �
s Poly fiber jamb FL-15213.12
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RW R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phonc 813.659.9197
Florida Board of Professional Engineers Ceniticate of Authorization No.9813
i "'11 FL-15213.12
Februarl, 16, 2012
Product Sub Category Manufacturer Product Name
Category
Swinging Plastpro Inc. Smooth/Wood Grain/White Wood Grain
Exterior 5200 W.Century Blvd. rustic/Mahogany
Doors Exterior Door
Assemblies Los Angeles,CA Series N Fiberglass Door
Phone 440.969.9773 10utatwin -"Non-Impact'
Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Plastpro Inc.,based on Rule Chapter No.61 G20-3,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 aogWre 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 5th Edition(2014)Florida Building Code(FBC)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 is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 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 this drawing require further engineering analysis by a licensed engineer or registered
architect.
6. See drawing FL-15213.12 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Labora on, Sicined by
TEL 05-1126-1 101/I.S.2-97 Testing Evaluation Lab.,lnc. Wendell W.Haney, P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-15213.12 RW Building Consultants,Inc.(CA#9813) 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 Plastpro Inc.is manufacturing products
within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53.
tii1ltA/t/x�
SCH�
Lyndon F.Schmidt,P.E.
�i FL PE No.43409
4/29/2015
Sheet 1 of 1 i0ia96iY '§�