HomeMy WebLinkAboutFiber Glass Doorplastpro-
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grin
Rustic / Mahogany
Series 0 Fiberglass Door
INSWING "IMPACT"
/oUTSWING .
GENERAL NOTES =
1. This product has been evaluated and is in compliance with the 2010 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 "HVHr 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 "HVHZ" requiring wind borne debris protection this product complies with
Section 1609.1.2 of the 2010'FBC and does not require an impact resistant covering. This product meets
missile level "D" and includes Wind Zone 4 as defined In ASTM E 1996 and Section 1609.1.2A of the FBC.
5. For 2x stud construction, anchoring of these units shag be the some as that shown for 2x buck masonry
construction. _
b. Site conditions that deviate:from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing configurations meet water infiltration f1equlipments for"HVHT'. All other configurations do not
meet the water infiltration requireMeriis for We VHr and muff be installed ahly in non hobitable areas. or
at habitable locations prgfected by: on overhang or canopy such that the angle between the edge of
canopy or overhang to sill is less 1han.45 degrees.. -
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PRODUCT: Docum.nt. Pmpamd By.
ix r�� PLASTPRO BUILDING CONSULTANTS, INC.
FIBERGLASS DOOR P.O. Bow 230 Valri-a FL. 33595
D Phone No.: 813.850.9187
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ai DOOR PANEL DETAILS Certificate or Authorizauon No. 21(`�`�
N NO DATE BY Sc
REVISIONS Lyndon F. Schmidt, P.E. No. 43409
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UILDING CONSULTANTS. INC.
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W FIBERGLASS DOOR Phone No.: 813.659.9197
o f�i 'Td' ? PART OR ASSEMBLY: Florida Board of Professional Engineers
CartlDeate Of Au Azatlon No. 9813
IfO ro NO DATE �BY HORIZONTAL CROSS SECTIONS �� 2• e6a 26_
REVISIONS Lyndon F. Schmidt, P.E No. /3-
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Document. Prepared By:
RWUILDINO CONSULTANTS, INC.
.O. Box 230 Vairlco FL 33595
hon. No.: 813.659.9197
Florida Board of Profeulonol Engine-
C-Ufloat. of A orlsa8o No. 9813
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Lyndon F. Schmidt.P.E No. 43409
PART OR ASSEMBLY:
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DATE
BY
REVISIO $
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g o PLASTPRO INC. J1.o. Bor 230 valrleo FL 33595
Ian 1 N FlBERG S DOOR Ph— No.: 813.059.9197
N ? " PART OR ASSEMBLY: Florida Board of Profe•olan.I Englneero
!� K) y Of C•NOcaN Of Auth zatio��+o. 9813
O x 1n w NO DATE BY 3-POINT LOCK DETAILS] LL_ Z•/G •i2
REVISIONS Lyndon F. Schmidt. P.E. No. 43409
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PLASTPRO UILDING CONSULTANTS, INC.
FIBERGLASS DOOR P.G. Box 230 valrico FL. 33595
Phone No.: 813.659.9197
DR ASSEMBLY: Florido Board of Prof-slonal, Engineers
CertlNrl�
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3—POINT LOCK DETAILS ; /��G�Z • tz -/Z
Lyndon F. Schmidt, P.E. No. 43409
4"
(TYP �)
SEE HINGE L 2X BUCK eo
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MASONRY o MASONRY & JAMBS
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2X BUCK
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BUCK ANCHORING STRIKE JAMB FRAME ANCHORING
- CONCREfEANCHOR NOTES: - Masonry consiruction
1. Substitution of equal concrete anchors from a different supplier may have different edge -
distance and center distance requirements.
2. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge
distance to mortar joints. Concrete anchor locations noted as MAX. ON CENTER" must be IXBUCK H 14
adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors 9
may be required to ensure.the MAX. ON CENTER" dimension are not exceeded. 2X BUCK L --
3. Concrete anchor table: 28 H 1X BUCK IX
ITW
1/4"-
1-1/4".
2-1/2"
-3"
ELCO
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1"
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- 11
2X BUCK •68 58 2X BUCK 2X
- 11
lX BUCK M
❑ 58 2X BUCK
27 H 1X BUCK
HINGE DETAIL -
LATCH d DEADSOLT DETAIL InsHnng
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HINGE DETAIL
Outswing
Le N.T.S.
BY. JK
Br: LFS
were NO.:
FL-15210.1
Er 7 or 9
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PLfS7PR0 INC.
@q�/� UIIAINC CONSULTANTS. INC.
UV ' .0. Box 230 Valrico FL 33595
BEROLASS D00
Phone No.: 813.859.9197
Floridc Bocrd 1 Proleealoncl Engineers
Certiflwte 0, Aythori�zae/on No. 9813
G�LF-' Z' "G ',-a
Lyndon F. Schmidt. P.E. No. 43409
SSEMBLY•
'
COMPONENTS
W
■
BILL OF MATERIALS
mm •
DBCRWMN
MAMMAL
A
IX BUCK SG>=0.55
WOOD
B
2X BUCK SG >= 0.55
WOOD
C
1 /,V MAX. SHIM SPACE
-
D
1 /4' X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
1 /4' X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
H
3/16'x3-1/4"PFH ITWCONCRETE SCREW
STEEL
I
1 /4' X 1-3/4' PFH ELCO OR ITW CONCRETE SCREW
STEEL
L
#8 X 2-1 IT PFH WOOD SCREW
STEEL
1
POLY FIBER JAMB
COMP. / VINYL
2
FINGER JOINTED PINE FRAME
WOOD
7
WEATHERSTRIP
FOAM
8
DOOR BOTTOM SWEEP
VINYL
9
4' X 4 BUTT HINGE
STEEL
-11
#9 X 3/4' PFH WOOD SCREW _
STEEL
22 -
3 POINT'TONGUE" MULTI -POINT LOCKSET (Mfg. BY HOPPE)
STEEL
23
MULTI -POINT STRIKE PLATE (TONGUE SYSTEM)
STEEL
25
LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
STEEL
27,-
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
29
ADATHRESHOLD
ALUM
30
OUTSWING THRESHOLD
ALUM/WOOD
31
OUTSWING THRESHOLD
ALUM/WOOD
32
OUTSWING THRESHOLD
ALUM/WOOD
33
OUTSWING THRESHOLD
ALUM/COMP
34
OUTSWING THRESHOLD
ALUM/WOOD
36
INSWING THRESHOLD
ALUM/COMP
37
INSWING THRESHOLD
ALUM/WOOD
38
INSWING THRESHOLD
ALUM/COMP
40
DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
55
#10X1-1/2'PFHSCREW
STEEL
BACKING PLATE
STEEL
t57
58-
#8 X 2'PFH WS
STEEL
W
MULTI -POINT STRIKE PLATE
STEEL
62
LOCK ASSEMBLY
STEEL
o
z i
DAM 02116112
— N.T.S.
um BY- JK
aoc. sr: LFS
DRAWING NOc
FL-15210.1
sr�r 9 or 9 �