HomeMy WebLinkAboutSET UP-INSTALLATIONplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
SCANNED*
BY if oxxi
St. Lucie County..
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OurSWING
IMPAc r
GENERAL NOTES.
I. This product has been evaluated and is in compliance with the 61h Edition (20171 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 product 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 "HVHr'requiring wind home debris protection, this product
. complies with FBC Sections 1602.1.2 & R301.2.1.2 and does not require an impact resistant covering.
This product meets missile level "U' and Includes Wind Zone 4 as defined in ASTM E 1996 and FBC
Sections 1609.1.2.2 & R3012.1.2.1.
5. For 2x stud construction, anchoring of these units shall be the same as that shown for2x buck masonry
construction.
6. Site conditions that deviate from the details of this drawing require further engineering anal by a
licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do
not meet the water infi tratian requirements for the "HVHr' and must be installed only in non -habitable
areas or at habitable locations protected by an overhang or canopy such that the angle between
the edge of canopy or overhang to sib is less than 45 degrees.
TABLE OF CONTENTS
SHEET#
DESCRIPTON
I SHEET#
1 DESCRIPTION
1
Typical Elevations, Design Pressures & General Notes
7
Horizontal & Vertical Cross Sections (Direct to Masonry)
2
Door Panel Details
8
3-point lock details
3
Horizontal& Vertical Cross Sections(2X
Buck)
9
3-point lock details
4
Horizontal & Vertical Cross Sections
(IX Buck)
10
Buck and frame anchoring
5
Horizontal & Vertical Cross Sections
(Direct to Masonry)
1 I
Components
6
Vertical Cross Sections Thresholds
12
Bill of materials
37.50' MAX. OVERALL �...I
FRAME WIDTH
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CONFIGURATION
MAX.
-FRAME
DIMENSION
DESIGN PRESSURE (FSF)
:POSITIVE
NEGATIVE s:
x
37.5" x 82.0"
1 +75.0
-75.0
See sheets 2 for hardware design pressure limitations
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1 HORIZONTAL CROSS SECTION
2
31.75' Max O A.
WIDTH
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2 PO
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X SEE HARDWARE TABLE
SEEHARDWARETABLE
2e
40 DOOR PANEL
Piasipro
Fiberglass
• HARDWARE TABLE
MANUFACTURER
1.'.
t MODEL . -;PRESSURE
'. MANDESIGN '
S
KWIKSET
KNOB: SIGNATURE SERIES
± 7S
DEADBOM SIGNATURE SERIES(790)
SCXIAGE
KNOB: F'SERIES(FSl)
-r
±75
DEADBOLT: SERIES(Db0/b2)
PAMEX
LEVER: FOB SERIES
H' 75
DEADBOLT: FD7SERIFS
HOPPE
MULTIP - NGUE
i 50
ENUURA
MULTIPOINTIOCK: TRILENNIUM=(O-PT)
+75
See sheets 5 and 6 for mullipoint lock detats.
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EXTERIOR _W INTERIOR
5-VERTICAL CROSS SECTION
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Outswing only w/ 4-9/16'jamb
C
INTERIOR
EXTERIOR IV INTERIOR
VERTICAL CROSS SECTION
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Outswrig only w/ 6-9/16'jamb
INTERIOR
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EMB. (TYP.)
EXTERIOR
EXTERIO
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HORIZONTAL CROSS SECTION � HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
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ENDURATRILENNIUM3000 STRIKE JAMB DETAIL LFS 3
3 pt. Lock DMING ND.: m
FL-15210.1 0
SHM 9 of 12 H
TYP. HEAD
& JAMBS
MASONRY
OPENING
537
BHCKANCHORING
CONCRETE ANCHOR NOTES'
1. Conaefec�e` catba at the carersmaybeadsiafed to mablalnthe Mn.
edge dstance to mafaJunH.
2 Concrete crro` 10 riore nosed as°MAK ON CENT inwf be adjusted to
maintain the min edge d fake to modalom4 odefiRRnatawiaet. onchas
maybe reauued to emus Ihe'A ONCE dunendan amnot exceeded.
3. Conaatecx crtabfa:
ANCHOR
ANCHOR
MIN.'
MIN, CLEARANCE
MIN CLEARANCE
TYPE
'Slff
"EMBEDMENT
TO MASONRY
TO ADJACENT'_
•.
ANCHORIm
pr
1/4'
1.1/4'
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ULTRACON
316°
1•
NOW
TAPCONe
2X BU
1X BU
DIRECT
MASOD
i, WOOO SCREW iN5TA"VON NOTES:
Maintain o minimum 5/6'edge Qalance, 1'end&tanoe•S 1'o.c. spac4gof
wood screws fo p'e.t the "f i ft of wand.
49/16"JAMS
p DIRECTTO MASONRYJAMB(TYP.)
(SEE SHEET 7)
6'
pYP.1
a
)
SEE HINGE
L 2XBUCK
DETAIL (TYP.)
G I BUCK
DIRECTTO
MASONRY
MASONRY
OPENING
TYP. HEAD
&JAMBS
FRAME
74-9/16-JAMS
U
)y(
o
2XBUCK
16"JAMB
/ N
DIRECTTO
MASONRY
JAMB (TYP.) _
(SEESHEET7)
( AV
SILL
ONLY
STRIKE JAMB
FRAMEANCHORING
Masonry conshuction
DIRECT TO
DIRECT TO
MASONRY M
M MASONRY
28
Ix BUCK G —
G 1x BUCK
2XBUCK L
:K 58
58 2XBUCK
:K 11
DIRECT TO
MASONRY;yIX
11
O 11 DA
BUCK
27 /2XBUCK
—
HINGEDEFAR
Insving
HINGEJAMB
e LFS
xtlro rm:
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4.56" 4.6' 4.56" n : O.' m
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OIHSWING THRESHOLD ODISWING THRESHOLD POLY FIBER JAMB \ `I 'e Em �m°Oo
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wOOISWING THRESHOLD 38 INSWING THRESHOLD T WEATHERSTRIP 8 DOOR BOTTOM SWEEP
Endiva IZSetlesl CaLmbh ld T.IRZS
4n
5.625 .56'
rMr
96 INSWING THRESHOLD 37 INSWING IHRESHOID ADA THRESHOLD Dra. Wo
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FL-15210.1
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FL-15210.1 "
sxEEr 12 of 12 "
BILL OF MATERIALS
ITEM ®
DFRORIITION
MATERIAL
A
1X BUCKSG>=0.55
WOOD
B
2X BUCK SG>=0.55
WOOD
C
1/4"MAX. SHIM SPACE
-
D
I/4"X2-3/4"PFH ELCO OR