HomeMy WebLinkAboutFIBER GLASS DOORRECEI '
�vIAP, 2 7 MI
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES. C.A-980�5—
Smooth / Wood Grain
Series N Fiberglass Doc
OUTSWING f
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GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC)
structural requirements including 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 the "HVHZ" this produci complies with Section 1626 of the Florida Building Code and does not
require an impact resistant covering.
4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product complies with
Section 1609.1.2 of the FBC and does not require an impact resistani covering. This product meets missile
level "Y and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. This product meets water infiltration requirements for "HVHZ".
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevation, design pressures, 8 general notes
2
56or panel details and glaring detail
3 _
Horizontal cross sections
4
Vertical cross sections
5
_—
Buck and frome anchoring - 2X buck masonry construction
_
6
Frame anchoring -_ I buck masonry construction
7
Asiragol details
B
BM of materials B, components
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FRAME
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TYPE
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NEGATIVE
DIMENSION
DIMENSION
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20.50" X 78.26'
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STILE INTERIOR STILE
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STILE REINFORCEMENT LOCK BLOCK STILE( REINFORCEMENT
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MANUFACTURER
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24.27' MAX. NON STRUCTURAL SEALANT — EXT.
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ASTRAGAL STRIKE JAMB FRAME ANCHORING
Masonry 2X buck construction
CONCRETE ANCHOR -NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
'- 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
= maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
ANCHOR
MIN:
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE
ANCHOR
ITW ®
1/4"
1.1/4"
2"
4"
TAPCON
ELCO ®
VNI
1.1/4"
1"
4"
ULTRACON
j WOOD SCREW INSTALLATIONNVIts:
"I 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
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HINGE JAMB
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DETAIL 1
Astragal throw bolts
at the threshold
(Outsw ng)
HINGE DETAIL
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DETAIL 2
Attach astragal throw bolt
strike plate to frame
as shown
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* . *
m" E P PRODUCT: Document. Pnpnr.d ay: ,
Lyndon F. Schmidt/j'(�S•••D�;\��``
I N PLASTPRO INC. P.E. No. 43409
FIBERGLASS DOOR /� //l11111tt
-mi pp r L -1 PART OR ASSEMBLY: �K�//�// BUILDING CONSULTANTS, INC.
p �t R U) \ I 04 22 15 UPDATE 70 STH E0. (2014) FBC JK ✓ YV P•O. Box 230, V°Irico, FL 33595
Im O N NO DATE BY FRAME ANCHORING IX
BUCK phone No.: 813.659.9197
REVISIONS MASONRY CONSTRUCTION FBPE CA No. 9813
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PRODUCT:
Documents Prepared By: �� .•, .AZOM)N
Lyndon F_ Schmidt �i
PLASTPRO INC.
P.E. No. 43409Sa�/Q��
FIBERGLASS DOOR
PART OR ASSEMBLY:
m
K7�/ BUILDING CONSULTANTS, INC.
ASTRAGAL DETAILS
-kC P.O. Box 230. Valrico, FL 33595
Phone No.: 813.659.9197
FBPE C.A. No. 9813
012 R.W. BUILDING CONSULTANTS INC.
BILL OF MATERIALS
❑EM 0
DESCRIPTION
ERIAL
A
1 X BUCK SG >= 0.55
OD
B
2X BUCK SG >= 0.55
OD
[ISTEEL
C
1 /4" MAX. SHIM SPACE
D
1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16" X 3-1/4"PFH ITW CONCRETE SCREW
STEEL
H
1141 x 3-1/4' PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
#9 X 2-1 /2" PFH WOOD SCREW
STEEL
L
#8 X 2-1/2" PFH WOOD SCREW
STEEL
M
#8 X 2" PFH WOOD SCREW
STEEL
7
FORCE 5 WEATHERSTRIPPING BY ENDURA
FOAM
8
COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL
FOAM
9
4" X 4" BUTT HINGE
STEEL
10
#9 X 1" PFH WOOD SCREW
STEEL
11
#9 X 3/4" PFH WOOD SCREW
STEEL
20
FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS
WOOD
21
POLY FIBER JAMB
COMP. / VINYL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
29
OUTSWING THRESHOLD BY DLP
ALUM./WOOD
36
EXTRUDED ALUMINUM "ULTIMATE ASTRAGAL" BY ENDURA
ALUMINUM
37
SLIDE BOLT ROD
STEEL
38
9-3/4" LENGTH TOP BOLT RETAINER
ALUMINUM
39
9-3/4" LENGTH BOTTOM BOLT RETAINER
ALUMINUM
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
87
ASTRAGAL STRIKE PLATE
STEEL
4.56" ^{
11 �_
— 2.44" --
Y0 4-916"JAMB
Fngerjoint pine
4.56"
Fes— 2.44"
21 POLY FIBER JAMB
4.56"
2.03' --
_1
29 OUTSWING THRESHOLD BY DLP
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