HomeMy WebLinkAboutREVISION, Product approvals OFFICE USE ONLY:
DATE FILED: PERMIT#
REVISION FEE: q •Oa RECEIPT#
PLANNING &DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: f Z Z(7
DETAILED DESCRIPTION OF PROJECT
REVISIONS: /
DO PC pd w ' 4Da uosj
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: eGe- 1 SZo35--7 ST. LUCIE CO CERT. #: 2g 7 $
BUSINESS NAME: on t.0 .Z,•, Spy✓ ZPs G
QUALIFIERS NAME: alia/ /Vloo(i�nz
ADDRESS: Z/4-7 Pam( .
CITY: 1=1 O,tlil STATE: jC�L ZIP:
PHONE(DAYTIME): '7?2, • r/f-o ss$ FAX:
OWNERBUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: IP:
PHONE (DAYTIME: FA ,f F" pw
ARCHITECT/ENGINEER INFORMATION: .',
NAME: 01
ADDRESS: wi
CITY: ,r/cC STATE:
PHONE (DAYTIME): FAX:
SLCCC.- 9123109 INN
Revised 06130/17
File copy
THERMAITRU® 74.75'MAX.FRAME WIDTH—►{ Tr_, - ``� '�''� - _
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3 OPAQUE FIBERGLASS DOUBLE DOOR °" aw x x �- dad
w/ or w/ovt SIDELITES LL E ° ^Kl\
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S GENERAL NOTES 151.25"MAX.FRAME WIDTH �� Z
1. This product has been evaluated and Is In compriance with the 5th Edition(2014)Florida 37.S'MAX. -J{ 0.75' 0.75 m 43
Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" FRAME WIDTH IF*
I�74.75"MAX.FRAME WIDTHW� w w`�
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a 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment o Ln
to base material shall be beyond wall dressing or stucco. a
3. When used in areas requiring wind bome debris protection,this product complies with �y
Section 1609.1.2 of the FBC and does not require an impact resistant covering.This z
Eproduct meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and 4 3
Section 1609.1.2.2 of the FBC. 0 z O 12
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C 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown LD Q a Q
ffi for 2x buck masonry construction. Z._ w
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5. Site conditions that deviate from the details of this drawing require further engineering a x x p
g analysis by a licensed engineer or registered architect. In
6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"J"part numbers. ; ; Of
a These door and sidertle panels must be stained or painted within six months of Installation.
TABLE OF CONTENTS
SHEET# DESCRIPTION
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8 1 Typical 5evations,Design Pressures&General Notes w
2 Door Panel Details --- -- a- ----�-
3 Siderite Panel Details o
4 Elevations
q 5 Horizontal&Vertical Cross Sections(2X Buck) DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSt) z
FZ 6 Horizontal&Vertical Cross Sections fix Buck) INSWING OUTS WING e
z 7 Horizontal&Vertical Cron Sections(Direct to Masonry) CONFIGURATION DArE 8/02/16 z
g 1 Vertical Cross Sections(Thresholds) POSITIVE NEGATIVE POSITIVE NEGATIVE sue: N.T.S. 9
9 Buck An horing DING.a,•: JK m'
F 10 FrameAnchodng XX,OXXO F50 GHK.ex LFS 3
I I Hardware Details .0 -50.0 +50.0 -50.0
€ 12 Glazing Details DRAWING NO.:
€ 13 Components See Sheet 4 for Hardware Specifications FL-20468.6 a
e 14 Bill of Materials N
SHEEr 1 OF 14
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3.6"
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COMPOSITE HINGE STILE LOCK STILE COMPOSITE HINGE STILE LOCKSTILE 23 cw
CAP U),) 6(ENGINEERED WOOD) (ENGINEERED WOOD) CAP (ENGINEERED WOOD) e 2 .
INTERIOR (ENGINEERED WOOD) :)a.x m
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40 00 41 00'1).., 42 "Do., 7L 2 68.6 0
DOOR
DOOR
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I " m FIBERGLASS DOOR P.E.-No. 43409 �i�tQs
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.oI r -I N PART OR ASSEMBLY: LD /��BUILDING CONSULTANTS, �i11
SIDELITE PANEL DETAILS rJ ' P•O. Box 230. Valrico, FL 33595
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REVISIONS FBPE C.A. No. 9813
0 2016 R.W.BUILDING CONSULTANTS INC.
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HOPPE MULTIPOINT:MPDGART cHK.BY: LFS 3
Fiber-Classic/Smooth-Star Door Panel Options (THERMA-TRU) (3 pt.Manual Tongue) oRAWTNB No.:
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Notes: &EMB'(T P:) 1.Sidefite assembly screws located 6'from
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6 HORIZONTAL CROSS SECTION DRAW NG ND,:
5 HORIZONTAL CROSS SECTION VERTICAL CROSS SECTION
Outswin shown(Inswing similar 5 Shown w/2X Buck FL-20468.E
5 9 ( 9 I $ outswing shown Inswing similar) o
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Notes:
1.Sidelite assembly screws located 6"from L Q: �p
each end and 6 more screws equally spaced J _Z t '�Z.J� 2
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2.Sldelite assembly screws located 3"from each V)'•0 z6 F'f O
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SHEET 6 of 14 N
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Outswing only w/4-9/16 jamb 7 Shown Direct to Masonry 7 Shown Direct to Masonry �o o
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2.Sidelite assembly screws located 3"from each end&at centerline o o =�
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F 1 HORIZONTAL CROSS SECTION Shown Direct to Masonry CHN.BY. LFS
7 Shown Direct to Mason 7 Shown Direct to Masonry 7
7 Outswing only w/6-9/16'jamb Outswing only w/6.9/16'Jamb anAvnNc No.:
Outswing only w/4-9/16"jamb'
Double Door Only(N/A w/Sidelites) FL-20468.E
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Notes:
I.Sill Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/2'pfh screws at each end.
Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2"pfh screws at each end. c N
Sill Item#15 is attached to jambs utilizing(4)#10 X 1-1/Z'pph screws of each end. ' *
2.Sidelite assembly screws located 3"from each end&at centerline(3 screws along sill). U 12&o; M
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SHEET 8 OF 14 N
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PRODUCT: Document.Prepored By: vo, 8TAM OFT
'3 r THERMA—TRU Lyndon F. Schmidt
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FIBERGLASS DOOR P.E. No. 43409 YOrA`
{' -1 N PART OR ASSEMBLY: LD BUILDING CONSULTANTS, IrJLJ 1111YY���__
BUCK ANCHORING `1ivP.0. Box 230, Valr oo, FL 33595
Ia' a1 NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
02016 R.W.BUILDING CONSULTANTS INc.
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36 - I cxx.er: LFS 3
E Insw r, Basic E ed 53/4"Sill is a
SIDELESPACER DRAWN Ir
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BILL OF MATERIALS BILL OF MATERIALS `p; •.,
ITEM# DESCRIPTION MATERIAL ITEM# DESCRIPTION MATERIAL `
M
A 1 X BUCK(SG>=0.42) WOOD 25 #8 X 2 1/2"PFH WOOD SCREW STEEL z * R O
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL ��;
C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL '�,
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL p ���`` >>
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 29 4"X 4"HINGE STEEL �rrl► 11111{{ o°�;
,E CONCRETE 1 a N •;
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 32 INSWING THRESHOLD ALUM/COMP
F #10 X 2"PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP \ ,V ` ; E m ?m o a
G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP a �a m°a a m
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP LL
J 114"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP E O z
L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 37 INSWING THRESHOLD ALUM/COMP
$ M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP
N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP
P 1/4"X 2-3/4'PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL(BOOK) -
1 JAMB(FINGER JOINT PINE) WOOD 41 DOOR PANEL(HYBRID) - �o Q
6 WEATHERSTRIP(MEDIUM REACH) FOAM 42 DOOR PANEL(Ul)
7 WEATHERSTRIP(LONG REACH) FOAM 50 SIDELITE(FULL LITE)
8 SWEEP VINYL 75 SIDELITE SPACER(INSWING) PVC
9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC ~m
10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC �I 0 m
11 #10 X 1-3/4"PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL &
15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL a i
16 OUTSWING THRESHOLD. ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL m
17 OUTSWING THRESHOLD ALUM/COMP 88 1 X MULLION(SG>=0.55) WOOD
18 OUTSWING THRESHOLD ALUM/COMP
20 COASTAL ALUMINUM ASTRAGAL ALUM
23 #10 x 3/4"PFH WOOD SCREW STEEL tn
24 #10 x 1"PFH WOOD SCREW STEEL o
S CONCRETE ANCHOR NOTES: rn
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. ,
edge distance to mortar joints.
0 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
g maintain the min.edge distance to mortar joints,additional concrete anchors
a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. ;
a 3. Concrete anchor table: 3
ANCHOR ANCHOR,, MIN. MIN CLEARANCE MIN CLEARANCE w i
o TO MASONRY 70 ADJACENT.> o TYPE SIZE EMBEDMENT EDGE.... ., ANCHOR
m
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TAPC N® 1/4' 1-1/4" 2" 4" z n°
a ELCO DATE:08102116 a
s ULTRACON® 1/4' 1.1/4" 1" °•4" SCALE: N.T.S.
W TAP ON® 3/16" 1-1/4" AS SHOWN 1.1/2" Dwc.BY. JK M CHK.SY: LFS 3
E WOOD SCREW INSTALLATION NOTES: owwiHc No.:
1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of "
FL-20468.E a
wood screws to prevent the splitting of wood. n
v SHEEr 14 OF 14
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DOORS ��*N'9 °
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"NON-IMPACT' Z T= °
GENERAL NOTES 4 ��" ' �'
1. This product has been evaluated and is in compliance with the 5th Edition(2014) O
Florida Building Code(FBC)structural requirements excluding the"High Velocity cB
Hurricane Zone"(HVHZ). E,= 0 oz
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2. Product anchors shall be as fisted and spaced as shown on details.AnchorIn=dMI
embedment to base material shall be beyond wall dressing or stucco. �w
3. When used in areas requiring wind bome debris protection,this product is required • of w
to be protected with an impact resistant covering that complies with Section ; a a a
1609.1.2 of the FBC.
'3
4. For 2x stud framing construction,anchoring of these units shall be the same as that IL
m
G shown for 2x buck masonry construction.
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e 5. Site conditions that deviate from the details of this drawing require further
2 engineering analysis by a licensed engineer or registered architect.
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6. Fier- moo Door an Fiber-Classic&Smooth-Star Dd Sidelite panels require the use of"J"part
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numbers and must be stained or painted Within six months of installation.
DESIGN PRESSURE(PSO DESIGN PRESSURE(PSI)
o CONFIGURATION LITE INSERT LOCKHARDWARE INSWING OUTSWING
a TABLE OF CONTENTS POSITIVE NEGATIVE POSITIVE NEGATIVE �_
SHEET# DESCRIPTION
a t Typical E evat ons,Design Pressures&General Notes X Li Lite Latch&Deadbolt +47.0 -47.0 +47.0 +47.0 w Z
2 Door Panel DetaRs p h
X Multipoint +47.0 -47.0 +47.0 -47.0
_ 3 Door PanelDetags4 Elevations
5 Horizontal&Vertical Cross Sections(2X Buck] X Flush Latch&Deadbolt +47.0 -47.0 +47.0 -47.0 Z
w 6 Horizontal&Vertical Cross sections(1x Buck) X Glazed Multipoint +50.0 -50.0 +60.0 -60.0 DATE., 611116 i
7 Horizontal&Vertical Cross sections(Direct to Masonry( scA E o
w B vertical Cross Sections(Threshol ( X Latch&Deadbolt +45.0 -60.0 +45.0 +45.0 N.T.S. 3
9 Buck&Frame Anchoring 3/4 Flush M.er: JK m
re etals Glazed
10 Hardwa D : LFS
€ 11 Glazing de X Multipoint +60.0 -65.0 +60.0 .60.0 cHK.er
DRAWING No.:
12 Components
13 Big of Materials See Sheet 4 for Hardware Specifications FL-20461.14 0
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DPAMNG NO.:
3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION
DOOR PANEL DOOR PANEL D45 OOR PANEL 3 3 FL-20461.14 0
43 BOOK 44 Hybrid Door U1Door SHEEr 3 of 13
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moo.yi/
six' � � � PRODUCT: Document.Prepared By: : A• � STATE OF
RS
THERMA—TRU Lyndon F. Sehmldt �j,�••• �torav►:.•�0A
tN rn FIBERGLASS DOOR P.E. No. 43409 i,SSi"••••
o rn o r ;i PART OR ASSEMBLY: 6D BUILDING CONSULTANTS,
T 7C P.O. Box 230, Valrioo, FL 33595
IL+ p NO DATE BY HORIZONTAL & VERTICAL phone No.: 813.659.9197
REVISIONS CROSS SECTIONS (2X BUCK) FBPE C.A. No. 9813
®201 6 R.W.S.1—Nra DONsu LTgNT9 INC.
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THERMA—TRU Lyndon F. Schmidt ��'.. oR1D�.:'G\``
I� No o •• \ FIBERGLASS DOOR P.E. No. 43409 '�i`/r/S/QIVAL
\ PART OR ASSEMBLY: �D��{/BUILDING CONSULTANTS'�IN�1j j11`
IL4 HORIZONTAL & VERTICAL J1'�/�/ P.O. Box z3o, volrico, FL 33595
.p NO DATE BY CROSS SECTIONS (1X BUCK) Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
02C16 R.W.BUILDING CDNSUL—NT9 INC.
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43 44 45 a °of40 41 42 1 \ ,0
EXTERIOR INTERIOR A T'a
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1. VERTICAL CROSS SECTION �41 VERTICAL CROSS SECTION o ��
P 7 Shown Direct to Masonry 7 Shown Direct to Masonry 0 w
Outswingonlyw/4-9/16'jamb Outswingonlyw/6-9/16'jamb �Q �0
DIRECT TO MASONRY MAX.DESIGN PRESSURE:
w/STANDARD STRIKE= ±47 PSF 18
0
w/SECURITY STRIKE= ±55 PSF W N o�
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r5�HORIZONTAL CROSS SECTION 6_ HORIZONTAL CROSS SECTION owG•sy.- JK In
? 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION Shown Direct to Masonry CHK.LY: LFS 3
7 Shown Direct to Mason 7
E 7 Shown Direct to Masonry Shown Direct to Mason 7 Outswin only w/6-9/l6"amb
Outswing only w/4-9/16'jamb Outswing only w/4-9/17jamb Outswing only w/6 9/16'jamb 9 Y 1 oanwr c No.:
FL-20461.14 0
SHEET_L OF t 3 N
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Notes: ��` "��i
1,Sill Item#'s 17,18,32,34,35,36,37&38 are attached to jambs w/(3)#8 X 2-7/2"pfh screws at each end. -`�Q'�:
Sill Item Ws 16&33 are attached to jambs w/(2)#8 X 2-1/2'pfh screws at each end. g.•
Sill Item#15 is attached to jambs utilizing(4)#10 X 1-1/2"pph screws at each end. =t * 12 81 Q
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INTERIOR EXTERIOR INTERIOR EXTERIOR '�����J1 PI >R
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No.43409 _
s PRODUCT: Document.Pr p.red By. gf78 OF
F A %O
i THERMA—TRU Lyndon F. Sehmldt % • �LORtot•. \;
I° o z rn FIBERGLASS DOOR P.E. No. 43409 Y/ONAL`\�.J\\`�
$ 0) r— c- L, _ PART OR ASSEMBLY: CD WBUILDING CONSULTANTS.
Iw � A cn °' BUCK AND FRAME ANCHORING `�L4Y P.O. Box 230, VoInco, FL 33595
.p NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
2C16 R.W.BUILDING DON$U LTANT9 INC.
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2 HINGE DETAIL CHK.en JK
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E DPAWING NO.:
FL-20461.14
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SHEET T 0 OF T 3
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BACKBEDDING
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PPH PLASCREW 3B DURASEAL,ALUMINUM INTERNAL GRID(GBG) INTERNAL GRID(GBG) MINI BLIND
OR STEEL SPACER (Aluminum Spacer) 21.19"MAX
G2 GLAZING DETAIL (Optional Aluminum Spacer) #10 X 1-I/2" D.L.O.WIDTH
BTS Lite From
PPH PLASCREW
Door Panels 1"INSULATED GLASS INSERT OPTIONS BTS Full Life Frame rn
i z
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S �
y 1/2"GLASS BITE {
5/8"THICK GLASS
a DOOR PANEL 1/8"TEMPERED GLASS i
AIR SPACE m
I/8"TEMPERED GLASS ] o h
LL BACKBEDDING DURASEAL,ALUMINUM INTERNAL GRID(GBG) INTERNAL GRID(GBG) PRIVACY INSERT 0 0
COMPOUND OR STEEL SPACER (Optional Aluminum Spacer) DATe 6/1/16Z i
GLAZING DETAIL N.T.S.
G3 1.5' 1.5' SML
ffi flush GI®ng DWG.�• JK m'
Door Panels 5/8"INSULATED GLASS INSERT OPTIONS
2 BTS LIFE FRAME BTS LIFE FRAME
3A I/789/16"Glaring 3B t"Glazing —CHIC LFS p
E DRAWING NO.:
FL-20461.14 a-
SHEET_I 1 OF 13
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cl 4.56" �
4.56' j —_—.I o
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WOOD JAMB t v $ 0 x Z 4
INSWING THRESHOLD INSWING THRESHOLD 10-- n4 o E m z m° m V
33 Insw ng Basic Faed Sill Inswing Composite Adjustable Sill \ o y n 9 0 o a
5.83" 9 m a a.w
5.75' h c Z
5.77" v°
Ld
3 L— �.11NSWlNGTHRESHOLD
ar lnswing Moderate Climate Sit 1-3/8 �11NSWING THRESHOLD �,�OIRSWING THRESHOLD �o
39 Inswing Basic Composite Adjustable S11 ° Composlte Sill y Z
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5.75' 7.59" 0 4.56' m tn chi
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7 O
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3 Pm k7M
o g11NSWING THRESHOLD
"� Inswing Moderate Climate SR w�INSWING THRESHOLD �,�OUTSWING iHRESHOLD
32 Inswing Basic Composite Adjustable Sill 7-112' Composite/Aluminum Sill
k 5.75"
2 =
z
5.76'
0
Sl_ 0 0 0_
a
��INSWING THRESHOLD
a' J° Inswing Basic Foced 5-3/4"Sill i
t
�\OLITSWING THRESHOLD
l5 ADA THRESHOLD '° Composite/Aluminum Sill Ld
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7.5" m
ft
o �
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L sWc• N.T.S. °
--1.79"—- F�—1.92 I-Tm nwc.W.
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37 INSWING THRESHOLD to FLNG NO.: .14 rc
€ Inswing Basic
Fixed 7-112'Sill d B SWEEP 9 SWEEP Simi
o oaawmc no.:
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slim 12 of 13 "
t3 —
— 0
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BILL OF MATERIALS Ln
BILL OF MATERIALS =_•'•�' $o'j= a,
3 M
ITEM ti DESCRIPTION MATERIAL ITEM W DESCRIPTION MATERIAL N _ * X�.•��M
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL S� C-
B 2X BUCK(SG>=0.421 WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL '. ''•.- „.. i.`� a i o;M
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL '��, I Pi S'
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL =a'm o
oM z
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL g 8 x z z
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL s m o a
G 3/16"X 3-1/4"TTW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL V ` a "g (0 m d�an.
m E
a
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP u:o
L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP
M 3/16"X 2-1/4"TTW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP o 3``a
N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP
1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
" 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP Of
7 WEATHERSTRIP(LONG REACH) _ FOAM 36 INSWING THRESHOLD ALUM/COMP w
A 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP i En m
9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP
10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP J
s 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) m
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) a
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) & a
18 OUTSWING THRESHOLD ALUM/COMP 43 FLUSH GLAZED DOOR PANEL(BOOK) }
22 #8 x 3/4"PFH WOOD SCREW STEEL 44 FLUSH GLAZED DOOR PANEL(HYBRID) m
23 #10 x 3/4"PFH WOOD SCREW STEEL 45 FLUSH GLAZED DOOR PANEL(U 1) -
24 #10 x 1"PFH WOOD SCREW STEEL
k
e
v En
z
3 CONCRETE ANCHOR NOTES: 0
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
— maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table: z
e M1N CLEARANCE MIN,` LEARANLE.* m
}1NCHOR ANCHOR MIN w z
TO MASONRY TO ADJACENT: < ` -
aYPE SIZE EMBEDMENT a
....: ... ......
ITIN z
TAPCON® 1/4" 1-1/4" 2" 4" z o°
ELCO Dare 611116 zo
ULTRACON® 1/4" 1.1/4" 1" 4" SCALE N.T.S. o
3
w ITW ® 3/16" 1-1/4" AS SHOWN 1-1/2" owe.ar: JK m
~ TAPCON cHK.BY.. LFS 3
€ WOOD SCREW INSTALLATION NOTES: DRk%ND No.: m
m
� 1.Maintain a minimum 5/6°edge distance,I"end distance,8 1"o.c.spacing of FL-20461.14 0
n wood screws to prevent the spritting of wood. N
SHEET 13 OF 13
u
62
`_ ��''����.�•��., � *P �Gp':�5
THERMANTRU ED
DOORS � Z �g o
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53.25'MAXO.A.FRAME Fiber-Classic. & Smooth-Star. WIDTH / I I tO °``�,
o
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o0�Z
15.WIDTHME -' ' �R� b 9 U N•:
o z o Z o
37.75 FRAME +;? A N c o 9 m m
COMPOSITE EDGE WIDTH IDT \\ °a CS
°W
GLAZED FIBERGLASS SINGLE DOOR
E 0
w/ SIDELITE(S) -� r �Ta
INSWING/OUTSWING
"NON-IMPACT'
O �Z
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GENERAL NOTES d.
•� w� @f
$ 1. This product has been evaluated and is in compliance with the 5th Edition(2014) O X ;j rf X
Florida Building Code(FBC)structural requirements excluding the"High Velocity c0 Z5 y
fn U
Hurricane Zone"(HVHZ). a W ^w of o E2W
o O a a 4
Id 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. }
m
3. When used in areas requiring wind borne debris protection,this product is required
to be protected with an impact resistant covering that complies with Section
k 1609.1.2 of the FBC.
4. For 2x stud framing construction,anchoring of these units shall be the same as that z
0
shown for 2x buck masonry construction. 0
g
5. Site conditions that deviate from the details of this drawing require further o
engineering analysis by a licensed engineer or registered architect.
6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"T part
numbers and must be stained or painted within sic months of installation.
TABLE OF CONTENTS o
sHEEr# DESCRIPTION SHEET# DESCRIPTION DESIGN PRESSURE(PSt) DESIGN PRESSURE(PSI) o c
1 Typical Elevations,Design Pressures-&General Notes 9 Vertical Cross Sections(Thresholds) CONFIGURATION INSWING OUTSWING Z D
2 Door Panel Details 10 Buck Anchoring POSITIVE NEGATIVE POSITIVE NEGATIVE DTTE 611116
3 Door Panel Details 11 Frame Anchoring o
scue N.T.S.
4 Siderite Panel Details 12 Hardware Details 5 Elevations 13 Glaring details XO,OX,OXO t47.0 -47.0 +47.0 +47.0 M.BY-. JK m'
w
6 Horizontal&Vertical Cross Sections(2X Buck 14 Components cHK.BY-. LFS 3
€ 7 Horizontal&Vertical Cross Sect ons(1X Buck 15 Bitl of Materials See Sheet 4 for Hardware Specifications T"',Ho.: rc
In
€ g 1 Horizontal&Vertical Cross Sections Direct to Mason FL-20461.15
0
N
SHEFTT 1 OF 15
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G1 G2 EXTERIOR 3.6'—{ 4, ^
0.7' I{ *O:
4 =Y• O•J- u01i
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{. 'i�!•!!! ��i��` .°mCOMPOSITE .''•• ....... � n
�COC COMPOSITE INTERIOR LOCK STILE
CAP p
(ENGINEERED WOOD) (ENGINEERED m+ WWII N
�1 HORQONTAL CROSS SECTION `- Z�¢ v U N •;Z
2 v 0 0 z
3 6"
eio om Q 00,a
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0.406"FZ
N E N a d
0.7" G7 G2 EXTERIOR 0.406'— ` LL m a a
CZ
TOP RAIL g cw
(COMPOSITE CAP W/ TOP RAIL o 3 d
LVL ENGINEERED (COMPOSITE CAP W/
O COMPOSITE HINGESTILE INTERIOR COMPOSITE WOOD) LVL ENGINEERED
CAP (ENGINEERED WOOD) LOCKSTILE CAP WOOD)
(ENGINEERED WOOD) o
1 HORIZONTAL CROSS SECTION ao
LL _ LU a
36.0"MAX. 35.81YMAX. 35.813'MAX.
DOOR DOOR DOOR o
PANEL WIDTH PANEL WIDTH PANEL WIDTH o FOAM CORE F m o 0
g (POLYURETHANE-
3 3 ¢ 1.9 PCF MIN.) o
DO
DO
INTERIOR EXTERIOR INTERIOR EXTERIOR:-
tR
G1 G2 G1 G2
2 21.13"MAX. Dz
N = D.L.O.
$ w 2 0 w 0 w 2 FOAM CORE r'.l.'
�' O ¢ 2 = (POLYURETHANE- *`'•'
0 X ®0 0 X o X ® 1.9PCFMIN.)
o Q o 0 N FIBERGLASS SKIN-,,, rw m
� O ri O O FIBERGLASS SKIN "`?'r' ao
rn o (D.08ZlHK.) i,'•r,2 (0.082'THK.) j; w F
BOTTOM RAIL-----"`' BOTTOM RAIL z o°
(COMPOSITE) (COMPOSITE) I I DATE: 611116 ?
i IF+—+If— o
1.71"
1.71" sr•:r. N.T.S.
M.BY: JK m
€ p p p VERTICAL CROSS SECTION ¢ VERTICAL CROSS SECTION CHK.BY. LFS 3
2 DRAVANo No.: m
m
¢� DOOR PANEL ¢� DOOR PANEL 42 DOOR PANEL FL-20461.15
BOOK Hybrid Door Ul Door SHEE 2 or 15 N
V
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- --- - -- - - - - - - -- - - - - -- - -------
EXTERIOR 4.982'
0.T' 0.S
COMPOSITE Z jg o �• _ m
CAP
�:• �N 7 Z
COMPOSITE HINGE r LOCK STILE , •••• ,�,� rn n
VVO " ERIOR i�i�'A *Q O�C`�O to
CAP (ENGINEERED WOOD) (ENGINEERED WOOD)
rlllltt t z dao 6
1 HORIZONTAL CROSS SECTION \u 'o'N z
a m x Z d
z m
0.406' EXTERIOR \0 a m n 9 6 t 0..
0.406" TOP RAIL TOP RAIL a m d d E
0.7
COMPOSITE (COMPOSITE CAP W/ (COMPOSITE CAP W/ d
::e• LVL ENGINEERED I LVL ENGINEERED E 0 Z
e' CAP WOOD) L WOOD) ° c ei
ti
" HINGE STILE LOCK STILE
COMPOSITE INTERIOR
a CAP (ENGINEERED WOOD) G3 (ENGINEERED WOOD)
2 cq
HORIZONTAL CROSS SECTION
36.0"MAX. 35.813"MAX. 35.813"MAX. FOAM CORE (:I•;:';= FOAM CORE c o
DOOR DOOR DOOR (POLYURETHANE- (POLYURETHANE- _m o
PANEL WIDTH PANEL WIDTH PANEL WIDTH 1.9 PCF MIN.) 1.9 PCF MIN.) o 0
$ 3 3 4 & a
3 3 3 a a
r
o m
G3 G3
71
R 23.81'D.L.O. `.
WIDTH FIBERGLASS SKIN n
(0.082"THK.) z
= i in
w pe
FIBERGLASS SKIN +"'•:s;
p X m o X ® o X O (0.082"1HK.)
a 0 m X fe
X
° o ° BOTTOM RAIL rv}5;!' c BOTTOM RAIL a0 0 0
(COMPOSITE) (COMPOSITE) '' z o
f >._s;z. SCAM. N.T.S.
w M.BY: JK m
F 1.71"
E D D D CHK.BY: LFS 3
3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DRAW NG NO.: 10
DOOR PANEL DOOR PANEL DOOR PANEL 3 3 FL-20461.15 -
43 BOOK Hybrid Door 45 Ul Door SHEET 3 or 15
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SCH
. 4340 9 No.
g P PRODUCT: 0xumente Propared By. �O. BTATEOF
7HERMA—TRU Lyndon F. Schmidt �O'alD 6:`• `
r I -1\ PART OR43409
�A6SEMBLYS DOOR P.E. No.BUILDING CONSULT�NTS'1O�A�1�``G``
'i` '• 111
I� SIDELDE PANEL DETAILS �!/�/ P.O. Box 230, Valrico, FL 33595
VI NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
0201 6 R.W.9111LCINC.....-.-INC.
11 fit
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3 3 3 4 4 4 3 3 3 4 4 4
6 7 8 6 7 8 6 7 8 6 7 8
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1 6 5 6 \ s 4 m aa�
6 /� 6 X r °Z
1 6 T
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SEE HARDWARE f f f SEE HARDWARE
CHART CHART w� w
w
D 4 D 4 D 41 ID 1111 g
0
$ o r
1 2 3 4 5 6 e,.
3 4 5 6 m 9 9 9 9 9 9 9 9 }
6 ELEVATION ELEVATION m
XO OXO
K
cn
2 , O
to
$ � K
HARDWARE GABLE
a
a MANUTACTURER 1N DEL
2 .... ..:. ... r i
— o SCHLAGE KNOB: F51 —
DEADBOLT: B60 o z
c
KWIKSET KNOB: SIGNATURE SERIES DATE: 611116 cz
< DEADBOLT: SIGNATURE SERIES(980) scue N.T.S. 9
w MULTIPOINT:MPDGART Dwc.er: JK m
HOPPE Fiber-C►assicamooth-Star Door Panel Opfions CHK.BY.. LFS 3
(THERMA-TRU) (3 pt.Manual Tongue)
Panel options shown are for llusiration and are representative only DRnwwc NO.:' rc
€ (similar glazed panel configurations are allowed) FL-20461.15 m
0
9 SHEET $ OF 15 N.
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1.15'MIN. Notes:
EMB.(TYP.) 1.Sidelite assembly screws located 6"from each end plus 6 more �'y e
E B screws equally spaced between(8 screws total per side jamb). =
E a;3�" `�o; _ n
C 2.Sidelite assembly screws located X from each end(2 screws along =U:3 v �[
a B head jamb). N',7 0
LY' fi�.�(n m
L 0.15'C-SINK C L %i�� �`` _°o m
�P) 0.15"OINK D �
a r (TYP) - ° ° v ° 1 111111 z o m o
1 E v y UN••z
SEE NOTE I
DEp
o \ ` ro 9 m
v a cw
y 6Dd
a` "a t 2
6 INTERIOR E
B L Z a E O z°
4° ° f cw
o° 1a
C
v y
Um
g 43 44 45 L o wN
23 24 EXTERIOR 40 41 42 Ln J o
1-1/4"MIN. 50 D o ° 6 1 h� FR Z,8
L V �w occo
EMB•(TYP,) 29 1-1/4"MIN.40 41 42 EXTERIOR INTERIOR43 44 GO
EMB.(TYP.) o o 00
1 HORIZONTAL CROSS SECTION 45 0 chi
6 Shown w/2X Buck 2 HORIZONTAL CROSS SECTION ��VERTICAL CROSS SECTION a a
Outswing shown(Inswing similar) 6 Shown w/2X Buck 6 Shown w/2X Buck
3 Outswing shown(Inswing similar) Outswing shown(Inswing similar) m
F
0.15'C-SINK 1 0.15'C-SINK 1 F D
(TYP) (TYP)
SEE NOTE 1 25 / SEE NOTE 1 z
6 6 25
B L _
e \m
CC)
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N
d F
1 F
25 0
50 L 50 SEE NOTE 2 z
23 24 40 41 42 27 25 50 y DAIS 611116 i
no 40 41 42 gr i c• r1.r s.
F 29 43 44 45 43 44 45 INTERIOR EXTERIOR o DWG.Err: JK m
LFS
cxk rrc:
3
E �61 HORIZONTAL CROSS SECTION
�5�HORIZONTAL CROSS SECTION r41 VER17CAL CROSS SECTION DRAWING NO.:
Outswing shown(Inswing similar 6 Outswing shown(Inswing similar
6 9 ( 9 ) 6 Shown w/2XBuck FL-20461.15
Outswing shown(Inswing similar) sxtfr_.E_6 OF,
15 N
o
z
_ Notes:
1.Sidelite assembly screws located 6'from each end plus 6 more J atj O1 m
screws equally spaced between(8 screws total per side jamb). ,n"'2.Sidelite assembly screws located T from each end(2 screws along to �.'�z
head jamb). E O% a7�• °
• Gj`�� o m
�� 1l lltl SS o n m d
&' a N O
A zd \ v u 0Z�
C \v, � e em =mOa
0W
E A =f \ ng '6L0-
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C E
40 41 42 E a`°°0
C 43 44 45 0° 3t:
°v. 1
v° 6
J 1 EXTERIOR INTERIOR �m
J D_ �X
e p° �p :
6 60 ¢rn Ad En
° ° 3 VERTICAL CROSS SEC77ON W
INTERIOR 7 Shown w/IX sub buck x� n �w
C' ® Outswing shown(Inswing similar)
OO F V
J a a
N v°
EXTERIOR
23 24 SEE NOTE 1 m
1-114°MIN. 29 40 41 42 1 A
EMB.(TYP.) z
43 44 45 0
-1 4'MIN 1 /
z'—'
B P A C —a V'
F1v1.(TY.) —
f
1 HORIZONTAL CROSS SECTION
2 HORIZONTAL CROSS SECTION m
7 Shown w/1 X sub-buck 7 Shown w/1 X sub-buck
Outswing shown(Inswing similar) Outswing shown(Inswing similar) 25
SEE NOTE 2 =
ti
•� N
50
a o
EXTERIOR INTERIOR
o D
z a
DATE 611116 z
4 VERTICAL CROSS SECTION scALL N.T.S.
7 Shown w/I sub-buck owc.lit; JK m'
F Outswing shown(Inswing similar) cHk er: LFS 3
DRAWING NO.: N
€ FL-20461.15 0
SHEET 7 OF 15 ,.�
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62
ttttunnNrb
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m MAX. MAX. _a.AT
1.25
°° 1.25' =U° a �C :Q y n
w MIN. • E -u� MIN. • �N�v 6
C 1 C 1 r rrlttl t o n 1 C;
a xis
43 44 45 o E m z C3 a
40 41 42 D a"a 5 6=a
9 C
SEE NOTE 2 E vZ
CLJ
EXTERIOR INTERIOR EXTERIOR INTERIOR o 3`0:
21
Z
3. HORlIONTAL CROSS SECTION 6 VERTICAL CROSS SECTION ¢
6 Shown Direct to Mason 8 Shown Direct to Mason o
ry Outswingonlyw/6-9/16'jamb co >o
Outswing onlyw/6-9/16'jamb
g G i!S W
Notes: �ir N
1.Sidelite assembly screws located 6"from each end plus 6 more 'm a N
screws equally spaced between(8 screws total per side jamb). oa
2.Sidefite assembly screws located 3"from each end(2 screws along
a w
head jamb).
m
C
Tn_z 1 1
Co
z ?; o
43 44 45 INTERIOR a
N 40 41 42 50
M
o N �* .
t;
z
I.
E a
i
5 EXTERIOR 9 —:!ia E Z o°
rz 1-1/4"MIN. SEE NOTE 2 DaE 6�1�16 Z
EMB.(TYP.) 1-1/4"MIN. 5
1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECflON B'�P') DWG : N JK D
$ Shown Direct to Masonry
8 Shown Direct to Masonry Outswing only w/6-9/16'jamb CNK.er: LFS 3
€ Outsving only w/6-9/16"jamb DRAWING NO.:
m
FL-20461.15 0
SNa:r-jL OF 15 N
B
z
Notes:
I.Sill Item#'s 17,18,32,34.35,36,37&3B are attached to jambs w/(3)#8 X 2-1/2"pfh screws at each end.
Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1 IT pfh screws at each end. _ oLo
Sill Item If 151s attached to lambs utilizing(4)#10 X 1-1/T'pph screws at each end. y * & Q_ .0
u :f C 0:zw
�Ns7 z y`0ZK
'�.�•'''•.-. �� �of ro
INTERIOR EXTERIOR INTERIOR EXTERIOR ����rrrrrt Pt O%N D'�'
z d m o
V mSS' 0 F) z
EXTERIOR INTERIOR 9 0 x i d
9 43 44 45 3$ r g 9 m m U
:or
11 n 40 41 42 � � o a
�/ 43 44 45 40 41 42 7 16 17 18 a a 'm°a a W
38 39 32 33 34 35 36 37 E o z
SEE NOTE 1 SEE NOTE 1 E w
SEE NOTE I E E E o
D m d �0
D za D 0
m 1 VERTICAL CROSS SECTION 2 VERflCAL CROSS SECTION �1 VERTICAL CROSS SECTION � S
9 Inswing Sill 9 Inswing Sill 9 Outsving S71 a a
3 r
m
e
0
INTERIOR EXTERIOR
k 25 50 EXTERIOR INTERIOR
EXTERIOR INTERIOR
SEE NOTE 2 z
32 33 34 35 36 37 38 39 28 50 16 17 18 N
40 41 42 77 75
43 44 45 10 SEE NOTE 2 ail
e 15 E E 76 E
u
SEE NOTE 2 >
`LC e D D
p• _ D _ D• DATE 611116 2
1 D sue: N.T.S.
D
D
DWG.er: JK �
m �E 72 cHK.9r: LFS 3
E 4 VERTICAL CROSS SECTION m 5 VERTICAL CROSS SECTION - Dwwwc Ho
9 Public Access Sill = 9 Inswing Sill 1 VERTICAL CROSS SECTION
� v Outswing Sill FL-20461.15 0
SHEEP 9 ov 15 N
6
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to NO DATE BY Phone No.: 513.559.9197
REVISIONS FBPE C.A. No. 9813
0 201 6 R.W.BUILDING CONSUL—NTS INC.
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Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
®2016 R.W.BUILDING CONSULTANTS INC.
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1' THERMA-TRU Lyndon F. Schmidt ���'�p'•.,�OIt101 :'
I R FIBERGLASS DOOR P.E. No. 43409
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Itn °i HARDWARE DETAILS P.D. Box 230, Valrlco, FL 33595
VI NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
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REM R DESCRIPTION MATERIAL REM# DESCRIPTION MATERIAL p:J= R.
A 1 X BUCK(SG>=0.42) WOOD 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL s .0= n
B 2X BUCK(SG>=0.42) WOOD 29 4"X 4"HINGE STEEL
C 1/4"MAX.SHIM SPACE - 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP .''••... .. y�`� m M
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP �'/i/ P �%, >>o 9 m
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E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 33 INSWING THRESHOLD ALUM/COMP 4 o X
G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP a Em z mo m a
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L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 36 INSWING THRESHOLD ALUM/COMP a . md
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMP E o z
N 3/16"X 2.3/4"ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP 3ra
1 JAMB(FINGER JOINT PINE) WOOD 39 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP(MEDIUM REACH) FOAM 40 DOOR PANEL(BOOK) -
7 WEATHERSTRIP(LONG REACH) FOAM 41 DOOR PANEL(HYBRID) -
8 SWEEP VINYL 42 DOOR PANEL(Ul) -
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9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 43 FLUSH GLAZED DOOR PANEL(BOOK) - ,
10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 44 FLUSH GLAZED DOOR PANEL(HYBRID) - �S m
15 ADA THRESHOLD ALUM 45 FLUSH GLAZED DOOR PANEL(U1) - w o
16 OUTSWING THRESHOLD ALUM/COMP 50 SIDELITE(FULL LITE) -
17 OUTSWING THRESHOLD ALUM/COMP 75 SIDELITE SPACER(INSWING) PVC o o m
18 OUTSWING THRESHOLD ALUM/COMP 76 SIDELITE SPACER(OUTSWING) PVC &
22 #8 X 3/4"PFH WOOD SCREW STEEL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC a a
23 #10 x 3/4"PFH WOOD SCREW STEEL m
24 #10 x 1"PFH WOOD SCREW STEEL
N 25 #8 x 2-1/2"PFH WOOD SCREW STEEL
K 26 #8 x 5/8"PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES:
27 LATCH STRIKE PLATE STEEL 1.Concrete anchor locations at the comers may be adjusted to maintain the m1n. in
28 DEADBOLT STRIKE PLATE STEEL edge distance to mortarjolnts. o
28A DEADBOLT SUB STRIKE PLATE STEEL 2•Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to w
maintain the min.edge distance to mortarJoints,additional concrete anchors
a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table:
MIN CLEARANCE MIN'4LEARANC..
a ¢NCHOR :ANCHCSR MIN TO MASCiNRY lOADJACENT; i
TYPE SIZE ' EMBEDMENT
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SHEET 15 OF 15
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2. Product anchors shall be as listed and spaced as shown on details.Anchor o ; a
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— 1609.1.2 of the FBC.
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5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"J"part 3
numbers and must be stained or painted within six months of installation. Li Z
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DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSI) m
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1 Typical Eleva ons,Design Pressures&General Notes 9 Vertical Cross Sections(Thresholds) z a
Z 2 Door Panel Details 10 Buck Anchoring POSITIVE NEGATIVE POSITIVE NEGATIVE mm 611116 =
a 3 Door Panel Details i l frame Anchoring
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6 Horzontal&Vertical Cross Sections(2X Buckl 14 Components XX,OXXO COASTAL +47,0 -47,0 +47,0 -47,0 CW.BY.. LFS 3
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't !4 P.O. Box 230, Valrico, FL 33595
NO DATE I� t^ ° SIDELITE PANEL DETAILS &
E BY GLAZING DETAIL Phone No.: 873.859.9797
REVISIONS FBPE CA. No. 9813
®Sat 6 R.W.BUI .-C....TAMTS INa.
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E EMB (TYP) 1.Siderite assembly screws located T'from top and 14'from bottom& -`SO �f
2 more screws equally spaced between(4 screws total per side jamb). 10.
B E 2.Sidelite assembly screws located 3'tram each end(2 screws along =2e Q n° . B �N.7 z �Ncr0
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SEE NOTE 2 o a
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2 40 41 42 40 41 42 27 40 41 42 a s
29 43 44 45 43 44 45 43 44 45 SCAM N.T.S.
INTERIOR EXTERIOR o DWO.BY: JK m'
E 5 HORIZONTAL CROSS SECTION CHIC.BY: LFS 3
6 HORIZONTAL CROSS SECTION DA�WNG No.:
6 Outswing shown(Inswing similar) 6 Outswing shown Inswing similar) 4 VERTICAL CROSS SECTION T
6 Shown w/2X Buck FL-20461.16
Outswing shown(Inswing similar) N
lJ SHEET 13 OF 15
Notes: 40
1.Sidelite assembly screws located T'from top and I N'from bottom&
2 more screws equally spaced between(4 screws total per side jamb). J ^`W".
2.Sidelite assembly screws located 3"from each end(2 screws along y n
head jamb). z W
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1 HORIZONTAL CROSS SECTION r2 HORIZONTAL CROSS SECTION m
7 Shown w/I sub-buck 7 Shown w/1 X sub-buck
Ou ng shown(Inswing similar) Outswing shown(Inswing similar) 25
• a SEE NOTE 2
c Z
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o
EXTERIOR INTERIOR o Z
z 13
diz
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zz DATE 611116 z
VERTICAL CROSS SECTION SECTION SCALE: N.T.S.
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Outswing shown(Inswing similar)
cxrc.ar: LFS 3
DRAWING NO.:
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SHEEP ] OF 1 S N
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MAX. f MAX. : MAX. of 1p'•
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EXTERIOR INTERIOR
EXTERIOR INTERIOR EXTERIOR INTERIOR
i
a (T1 VERTICAL CROSS SECTION ¢�
$ Shown Direct to Masanry 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION o
Outswing only w/49/16'jamb $ Shown Direct to Masonry $ Shown Direct to Masonry o o
Double Door Only(N/Aw/Sidelites) Outswing only w/6-9/16'jamb Outswing only w/6-9/16'jamb
m
Notes: _O N
ry 1.Sidelite assembly screws located T'from top and 14'from bottom& m a o,
2 more screws equally spaced between(4 screws total per side jamb). m o0
2.Sidelite assembly screws located W from each end(2 screws along o o ==
head jamb). a a y
.S Tn Q N }
a C ^ m
INTERIOR y
e
40 41 42 1 4EXfERIOR25
� 43 44 45INTERIOR2 ' c Z
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J Shown Direct to Masonry 8 Shown Direct to Masonry 8 Shown Direct to Masonry cHK.BY: LFS a
€ Outswing only w/4-9/16'jamb Outswing only w/6-9/16'jamb Outswing only w/6-9/16'jamb rc
J oanWHc NO,
Double Door Only(N/A w/Sidelites) FL-20461.16 0
SHEET 6 OF 15 tv
O
d
Notes:I.Sill Sill Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/2°pfh screws at each end.
Sill Item Ws 16&33 are attached to iambs w/(2)#8 X 2-1 IT pfh screws at each end. S;
Sill Item 415 is attached to iambs utilizing(4)#10 X 1-1/2'pph screws at each end. —Z:`� y�y °•Q=
2.Sidelite assembly screws located 4"from each end(2 screws along sill).
z 'f W
INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR -�����p�rt Ps�` N>n W
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40 41 42 40 41 42 9 �
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N INTERIOR EXTERIOR
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EXTERIOR INTERIOR 25 50 EXTERIOR INTERIOR
40 41 42 SEE NOTE 2 32 33 34 35 36 37 38 39 45 50 16 17 18 N
77 75 0)
43 44 45 10 SEE NOTE 2
15 76 E
E E
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z n: D z r•r.d s N.T.S.
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E ^ 4 VERTICAL CROSS SECTION o; 5 VERTICAL CROSS SECTION 6 "' oanwHc Ho.:
9 Public Access S11 9 Inswing 581 VERflCAL CROSS SECTION
9 Outswing Sill FL-20461.16 0
SHE 9 OF tS N
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PRODUCT: Oxumentn Prepares lay: ice• gTAIEpp .•
N z m rn FTBEmRGRLA55 TDOOR P.E.N F•43409 Schmidt �i��ss.!2oR..
PART OR ASSEMBLY: RW13UILDING CONSULTANTS, INN
IcnN m r �/(/ P.D. Box 23D, valrico, FL 33595
rn NO BUCK ANCHORING DATE BY Phone No.: 813.659.9197
REVISIONS FSPE C.A. No. 9813
02G1a R.W.BUILD—riCNHl1LTANTH INC.
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r THERMA—TRU Lyndon F. Schmidt ��� ••.,fXOMIDN
I' w " FIBERGLASS DOOR P.E. No. 43409
c, cmo r ti _ PART OR ASSEMBLY: GD BUILDING CONSULTANTS.O
lu )n ° FRAME ANCHORING P.O. Box 230, Valrico, FL 33595
rn NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
®2016 R.W.BUILDINa CCN9NLTANT6 INC.
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P O O O DETAIL Fp
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N N J 4A
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M DIRECTTO M DIRECT TO _o o
MASONRY MASONRY 0 O L-O 0
ry G IX BUCK G IX BUCK ASTRAGAL E,m 0 b�0 ASTRAGAL DETAIL I D a
3 25 2X BUCK 80 25 2X BUCK 81 Latch and Deadbolt Multipoint Lock Mult point Lock Strike Plate @Head m
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HINGE IAMB o® N
DETAIL 1 DETAIL 1
N Coastal Astragal Strike Plate @ Head Standard Astragal Strike Plate @ Head 79
o G DETAIL 2
n Inswing
a L 2X BUCK Multipoint Lock Strike Plate @ SIH
29 d
o G IX BUCK
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o ho 0
24 23 o
a DATE 6/1116 z
w 8l1 DETAIL 2 G 81 DETAIL 2 G DETAIL 2 1/2°0 HOLE G DETAIL 2 79 scuE: N.T.S.
Outswing Ouhwng Dwc.Br: JK m
F Insw ng InsvAng @Sill Mult point Lock Strike Plate @Silll Bolt H l B t Asragao Hole Coastal Astragal Strike Plate @ Sill Standard Astragal Strike Plate @ S01 GHK.BY. LFS 3
HINGE DETAIL DRAM G NO, K
LATCH&DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS FL-20461.16 0
SHEEP 12 OF 15 N
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BACKBEDDING *
COMPOUND =V:u S ;�y n
1ITGLASSBITE i:i,}': rri'' �N'•'J Z° 6Nt:0� n
1/7'-9/16"THK.GLASS ':g` rn
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1/0"TEMPERED GLASS , \� m
;:.' .s /// •' O \ J O m m
AIR SPACE INTERNAL GRID(GBG) INTERNAL GRID(GBG) I t t P,```\ z r°i an z°
1/8"TEMPERED GLASS (Optional Aluminum Spacer) �Q a U a o
9/16"INSULATED GLASS INSERT OPTIONS ° e — 'Z`�'
#IOXI-1/7' N E01 m o
PPH PLASCREWt3ADURASEAL ALUMINUM N N g 9 oR STEEL SPACER N <
GLAZING DETAIL 9 c i
G1 BTS Ote Frame ;
Door Panels&Siderites —^� 3.26 ; c w
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v BACKBEDDING ':''• o
COMPOUND I/7'GLASSBITE �'_ Eto
1 THK.GLASS DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT o
1/0"TEMPERED = I w� w rzr
c -�>+ GLASS
AIR SPACE 0 0
1/0 TEMPERED 0I
GLASS "..:;j1: a
a a
#10 X 1-1/2" INTERNAL GRID(GBG) INTERNAL GRID(GBG) MINI BLIND ^ o
PPH PLASCREW 3B DURASEAL,ALUMINUM (Aluminum Spacer) }
6 OR STEEL SPACER (Optional Aluminum Spacer) m
GLAZING DETAIL
G2 BTS Lite Frame 1"INSULATED GLASS INSERT OPTIONS
k Door Panels&Sidefites 21.I3"MAX
— #lOX 1-1/2" D.L.O.WIDTH
2 PPH PLASCREW y
BTS Full Lite Frame o
1/7'GLASS BETE
5/0 THICK GLASS
c DOOR PANEL 1/B"TEMPERED GLASS
a AIR SPACE i
.. N
8 I X TEMPERED GLASS r` a
v BACKBEDDING DURASEAL.ALUMINUMGRIDo J
— COMPOUND OR STEEL SPACER INTERNAL GRID(GBG) INTERNAuminur Spa PRIVACY INSERT a
(Optional Aluminum Spacer) � o 0
g G3 GLAZING DETAIL �¶ DAM 611116 Z z
rz Rush GI®ng \Jn} J
z Door Paneis 5/8"INSULATED GLASS INSERT OPTIONS I I sue: N.T.S. °
DWG,BY. JK m
a cHK.er: LFS 3
3A BTS[TTE FRAME 3B BTS U E FRAME onAwiNc ra.: rc
1/2&9/16"Gloang 1"Glovng
€ FL-20461.16 ^
N I
SHEET 13 OF 1$
v
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ry 4.56 � '4 p•,� N
7.59" 7.5' o :
°, z° O 9
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L rl/r lilt
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,,, INSWING THRESHOLD (k INSWING THRESHOLD U a
JL Inswing Basic Faed 7-1/7311 WODD JAMB \ 3 a 9 o z d
Inswing easlc Composite Adjustable Sill 7-1/7' 1 \\v, N E y a —p o a
4.56" 5.83" cLZ m d a
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m INSWING THRESHOLD INSWING THRESHOLD ;1 OUTSWING THRESHOLD THERMAL —4—p 063" �o F
JJ Inswing Basic Fixed Slll 38 Inwing Composite Adjustable Sill ° Composite S11 BREAK c1 �— w
$ FLUSH >, p
5.75' FLUSH BOLT BOLT W w M
0 5.77' ° 4.56' RETAINER HZ-m ut o
0.063'
g in j O
`,T-.•,• ., - �1 STANDARD ALUMINUM ASTRAGAL a
INSWING THRESHOLD ::.::, =•::_:-.-•::..;: ,,.:-•,.:.:.:..,� r
8 m
INN Moderate Cfmate Sill 1�/8 39 INSWING THRESHOLD 1.91"
Inswing Basic Composite Adjustable Sill �,1 OUTSWING THRESHOLD
G �� Composite l"uminum" 7UI
5.75' 6,p" c FLUSH BOLT �� 0.063" �
m 5.75' ri z
0
fn O
h � FLUSH BOLT
RETAINER m
0.126"
a 1 INSWING THRESHOLD OUTSWING THRESHOLD COASTAL ALUMINUM ASTRAGAL d
Inswing Moderate Climate SBI 15 PUBLIC ACCESS THRESHOLD 18 Composite/Aluminum Sill 20 z
(Thermal Break)
d
v" 5.75' < a
2.14' o
En
2.18" 2.13" z
0 0
z 1 I �o oars 811116 =
Eql
scnlE: N.T.S.e INSWING7HRESHO[D � 1.79" '1 F�1.92" 206" o Dwc.a: JK m
36 CHx.BY: LFS 3
Inswing Basic F&.d S-3/4'Sill En ° SIDEIlIE SPACER c
E Q' O DRAWING NO.:
SWEEP SWEEP SWEEP 75 SIDELHESPACER `,00 76 SIDELITESPACER �� m
8 9 10 Inswing o Outswnng Iruwmg FL-20461.16 0
Moderate Climate Thresholdsnu 14 ov 15 a
v
a
.A"u1 nurrr --
BILL OF MATERIALS BILL OF MATERIALS
ITEM R DESCRIPTION MATERIAL ITEM# DESCRIPTION MATERIAL X'. W
A 1 X BUCK(SG-0.42) WOOD 38 INSWING THRESHOLD ALUM/COMP =o:y , ^n
B 2X BUCK(SG-0.42) WOOD 39 INSWING THRESHOLD ALUM/COMP 1::N•'
C 1/4"MAX.SHIM SPACE - 40 DOOR PANEL(BOOK) - �.,�'•., C-0 N „
D 1/4"X 2-3/4"PFH ELCO OR IlW CONCRETE SCREW STEEL 41 DOOR PANEL(HYBRID) - ���i, ••t 0.�`` m
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 42 DOOR PANEL(Ul) _ �rrrr It�Tti o m z
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 50 SIDELITE(FULL LITE) 0 4 Z ti
F #10 X 2"PFH WOOD SCREW STEEL 61 IVES#454 SURFACE BOLT(8"LONG) STEEL 8 m a m°o a
G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 62 SURFACE BOLT STRIKE PLATE(INSWING) STEEL N e M, d d O ff
a
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 63 #10 X 2"PFH WOOD SCREW STEEL m a a
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 64 SURFACE BOLT STRIKE PLATE(OUTSWING) STEEL F 9 0
K #8 x 3"PFH WOOD SCREW STEEL 75 SIDELITE SPACER(INSWING) PVC 2 `•a 3
L #10 X 2-1/2'PFH WOOD SCREW(1.15-MIN.EMBEDMENT) STEEL 76 SIDELITE SPACER(OUTSWING) PVC
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC
N 3/16"X 2-3/4'I7W CONCRETE SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL
P 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 79 MULTIPOINT LOCK STRIKE PLATE Q SILL STEEL =,o s
Q 3/16"X 3-3/4"ITW CONCRETE SCREW STEEL 80 COASTAL ASTRAGAL STRIKE PLATE STEEL IE
$ 1 JAMB(FINGER JOINT PINE) WOOD 81 STANDARD ASTRAGAL STRIKE PLATE STEEL Ig m
6 WEATHERSTRIP(MEDIUM REACH) FOAMw N o
7 WEATHERSTRIP(LONG REACH) FOAM
s 8 SWEEP VINYL of DO
9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL a
10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL
11 #10 X 1-3/4"PFH WOOD SCREW STEEL }
m
15 PUBLIC ACCESS THRESHOLD ALUM
16 OUTSWING THRESHOLD ALUM/COMP
G 17 OUTSWING THRESHOLD ALUM/COMP
15 18 OUTSWING THRESHOLD ALUM/COMP
9 19 STANDARD ALUMINUM ASTRAGAL ALUM o
CONCRETE ANCHOR NOTES: N
g 20 COASTAL ALUMINUM ASTRAGAL ALUM 1.Concrete anchor locations at the comers may be adjusted to maintain the min.
23 #10 x 3/4"PFH WOOD SCREW STEEL edge distance to mortar)oints.
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
24 #10 x 1"PFH WOOD SCREW STEEL maintain the min.edge distance to mortar jofnts,additional concrete anchors
25 #8 x 2-1/2"PFH WOOD SCREW STEEL may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
n 26 #8 x 5/8"PFH WOOD SCREW STEEL 3.Concrete anchor table:
27 LATCH STRIKE PLATE STEEL ANCHOR ANCHOR , MIN MIN CLEARANCE CE MIN CLEARAN r z
28 DEADBOLT STRIKE PLATE STEEL TYRE SIZE EMBELTMENi TO MASONRY id ADJACENT -
s...:•.:•:: --
° 29 4"X 4"HINGE STEEL
I1tN ® 1/4" 1-1/4" 2" 4" z
32 INSWING THRESHOLD ALUM/COMP TAPCON z
33 INSWING THRESHOLD . ALUM/COMP ELCO r/4" 1-1/a^ t" 4" °DATE- 617116 o0
z ULTRACON SCALE: N.T.S.
34 INSWING THRESHOLD ALUM/COMP ® 3/16" 1.1/4" AS SHOWN 1-1/7 MG. ` JK
35 INSWING THRESHOLD ALUM/COMP rAPCON"TW
cMK.BY LFS 3
36 INSWING THRESHOLD ALUM/COMP WOOD SCREW INSTALLATION NOTES: DRAWMO NO.: a
E
37 INSWING THRESHOLD ALUM/COMP 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-20461.16
wood screws to prevent the splitting of wood. n
SHEET 15 OF 15
V
K