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OPAQUE FIBERGLASS SINGLE DOOR Cu
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GENERAL NOTES _
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u 1. This product has been evaluated and is in compliance with the 71h EdI ion
(2020)Florida Building Code(FBC)structural requirements excluding the"High g o
Velocity Hurricane Zone"(HVHZ). O
2 Product anchors shall be as fisted and spaced as shown on details.Anchor 0 o U H j C a y
embedment to base material shall be beyond wall dressing or stucco. oD w _x X 0 ��
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3. When used in areas requiring wind bome debris protection this product
complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an m
Impact resistant covering.This product meets missile level'T)"and includes Wind
Zone 4 as defined in ASTM Ell996 and FBC Sections 1609.1.22&R301.2.121.
4. For 2x stud framing construction,anchoring of these units shall be the some as o
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o that shown for 2x buck masonry construction. a o
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5. Site conditions that deviate from the details of this drovdng require further
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6. Fiber-Classic&Smooth-Star Door panels require the use of"J"part numbers and ^a
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e must be stained or pointed within six months of installation.
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TABLE OF CONTENTS ���o 1 s
a SHEEN DESCRIPTION N n
2 1 TV—p-IcE Elevations,Design Pressures&General Notes W
2 Door Panel Details o^n
3 Elevaffom DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSN ^^ z
4 Horizontal&Vertical Cross Sections(2X Buck LOCK INSWING OUTS WING
z CONFIGURATION
Z 5 Horizontal&Vertical Gross Sec ors TX Buc) HARDWARE
$4 -E.-08102116 2
6 H on ai&Ve cal Goss Sec ns(Daect to masonry) POSITIVE NEGATIVE POSITIVE NEGATIVEO
w 7 Vertical ossSectlons thresholds) + N.T.S. z
2
g Buck&FrameMchorin X Latch&Deadbolt +67.0 -67.0 +67.0 .67.0 DWG.By: �I( m
9 Hardware Details CHK.BY: LFS 3
€ 10 Components X MulHpolnt +50.0 -50.0 +50.0 -50.0 DRAK7HG No.:
T I Bin of Materials m
See Sheet 3 for Hardware SpecUicotions FL—zo4s6.t o
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b SHEET_L OF t 1
0.5'— EXTERIOR 1.199, 0.4W' EXTERIOR 1.19ir 1.
1.199, 0.51 1.875" OAW • 1,1
COMPOSITEoam
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CAP
'OMPOSITE C
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COMPOSITE INTERIOR LOCK BLOCK STILE COMPOSITE HINGE STILE INTERIOR LOCK BLOCK STILE
HINGESTILE (I 2.S'LONG LVQ (ENGINEERED WOOD) (12.6'LONGWOOD) (ENGINEERED WOOD)
CAP CAP (ENGINEERED WOOD)
(ENGINEERED WOOD) s 8 9 c;
0
L CROSS SECTION HORIZONTAL ri- HORIZONTAL CROSS SECTION
ON.. TOP RAIL
(COMPOSITE/ENGINEERED ati WOOD, G!
36.0'MAX. 35.813MAX. 35.8I3'MAX.
DOOR DOOR DOOR
PANEL WIDTH PANEL WIDTH PANEL WIDTH w
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3 3
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(POLYURETHANE
1.9 PCF MIN.)
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SEE HARDWARE HOPPE MULTIPOINT:MPDGART �
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Fiber-Classic/Smooth-Star Door PanelOptlons M. N.r
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Products approved include all embossed and recessed panel doors. CHIC ffn LFS 3
Similar opaque panel configurations are allowed. MYANr NO.:
Panels shown are for illustration and are representative only. F1-20466.t o
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No*43409 —
July 14,2020
PRODUCT: Demunanw Prepared Et,-- ,:, UMEOF
THERAfA-TRU t lmdon F. Schmidt i '•. R
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7 74/20 UPDATE TO 7th EO 2020 F73C !FS FIBERGLASS DOOR P.E No. 43409 'r/�/ ��
�^ 0 ? t0 075 17 RECESSED PANEL NOTATI 18 REV. DOOR PANEL OP17ON ON K
PART OR ASSEMBLY: BUILDING CONSULTANTS, INL�
� x in 7 17 17 UPDATE TO 6th ED 2017 FBC JK HORIZONTAL & VERTICAL J1�I/y P•0. Box 230•VolAeo, FL 33595
rn DATE CROSS SECTIONS (2X BUCK) Phone No.: 813.659.9197
REVISIONS FSPE ReqWbry No. 9813
0 2016 R.W.9UILDMG CONSULTANT.INC.
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PRODUCT: Dooananto Prepared 08: $fie
THERWA—TRU Lyndon F. Schmidt
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4 7 14 20 UPDATE TO 7th ED 2020 FBC LFS FIBERGLASS DOOR P.E. No. 43409 �I�
70 08 18 REV. DOOR PANEL OPTION NOTE MT
2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: CD� BUILDING CONSULTANTS, IrtG
to 1 7 17 77 UPDATE TO 6fh ED 2077 FBC JK HORIZONTAL dt VERTICAL e/��/�/ P.O. Box 230. Valrieo, FL 33595
rn NO DATE BY CROSS SECTIONS (IX BUCK) Phone No.: 813.659.9197
REVISIONS F.PE Rep- No. 9813
®2016 R.W.9UILbimn CONSULTANTS INC.
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DQERIOR INTERIOR MWIOR INTERIOR ?o
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s 1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION x
6 Shown Direct 10 Masonry 6 Shown Direct to Masonry o w
Outswingontyw/0/16 jamb Outswingontyw/6-9/1Clamb o >o
DIRECT TO MASONRY MAX.DESIGN PRESSURE: I ��
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5 HORIZONTAL CROSS SECTION b HORIZONTAL CROSS SECTION JK
z 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Mason 6 shown Direct to MasoM CHK.sr LFs 3
~ 6 Shown Direct to Masonry 6 Shown D'uect to Masonry Outswing only w/6-9116yjamb Outswing only w/6-9116 jamb DRA I�,; rc
Outswing only w/4-9/16 jamb Outswing only w/4-9/16'Jamb FL-20468.I o
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Notes:
1.Sol Item#'s 17,18,32,34,35,36,37.38&39 are attached to jambs w/(3)#8 X 2-1/7'pth screws at each and.
SIR Item#'s 16&33 are attached to Jambs w/(2)#8 X 2-1/7 pth screws at each end. .
Slo Item#151s attached to jambs utiliing(2)#10 X 2 pph SMS at each end.
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PRODUCT: Doo,mee te,tn vrepmed By_ i •• 800E OP
THERMA—TRU Lyndon F. Schmidt i ••••..�OfBpl` =�
UPDATE TO 71h ED 2020 FHC LFS FIBERGLASS DOOR P,E No, 43409
Im o Z 3 M,17T-77,5
REV. DOOR PANEL OPTION NOTEo r - RECESSED PANEL NOTATION JK pAFtT OR ASSEMBLY: G� BUIL= CONSULTANTS, l1—UPDATE TO Bth ED 2017 FBC JK BUCK & FRAME ANCHORING t11.
I-' m NO DATE BY �P•O. 8ox 230,Voirloo, FL 33595
Phone No.: 813,659.9197
REVISIONS PBPE Registry No. 9813
2016 R.W.6tnLDINt3 CONSULTANTS INC. ,
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2XBUCK 2800 ��11lf•.. pi
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2X BUCK d DE u p�1 1�O GfC°cTc— c�
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Latch STRIKE
DAMS HINGEJAMB STRI EJA ock MASONRY
3 2XBUCK 25 30 0 0 v)
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$ L 2XBUCK LATCH d DEAL>BOLTDETAIL
a 29 1XBUCK upon Locko �+
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s (Standard Deadbolt Strike Plate) M MASONRY 24 23 __
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DEADBOLT STRIKE DETAILS HINGEDETAIL 5 N.T.S.
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INSWING THRESHOLD
32 INSWING THRESHOLD 37 IruvAng Baste Reed 7-1/T SUI WOOD JAMB ' F 5 i 4 z°rc
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33 INSWING THRESHOLD O INSWING THRESHOLD 16 OUTSWING THRESHOLD Qto z
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BILL OF MATERMLS BILL OF MATERIALS '
I1EM• DESCRIPRON MATERIAL REM 4 DESCIUMON MATERIAL ,� •Ib•
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL y i
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL 3 ., � t`
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C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'�, •......... '• � r m W
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL '�q ����` >t I 11�
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL d m
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL 0 i'`
G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL E i 1X
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP N 9 o t w
L #10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP V 4 a t
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP
N 3116"X 2,3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP ga
1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �$
9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP !;N
10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMPS m
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK)
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - o �
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR.PANEL(Ul) -
18 OUTSWING THRESHOLD ALUM/COMP a
22 #8 x 3/4"PFH WOOD SCREW STEEL
23 # 0 x 3/ W 0 1 4"PF WOOD SCREW STEEL -1
-�� 24 #10 x 1"PFH WOOD SCREW STEEL
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CONCREIEANCHOR NOTES: a
1.Concrete anchor locations at the comers may be adjusted to maintain the min. :� N
edge distance to mortar joints. ^a a m
2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0 0
maintain the min,edge distance to mortarjolnis,additional concrete anchors B
a may be required to ensure the"MAX.ON CENTER"dimenslon are not exceeded. $�w'a
3.Concrete anchor table. �a p
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WOOD SCREW INSTAUATlONNOTES., DPAWINCNO.: a
1.Maintain a minimum 5/8"edge distance,Vend distance,&i"o.c,spacing of "
FL^20468.i
woad screws to prevent the splflting of wood. SKU 1 i or i i
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