HomeMy WebLinkAboutGLAZED FIBERGLASS DOOR THERMAN U X. 4
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COMPOSITE EDGE 37.75"MAX O.A. _ � a �� 5 a Z
FRAME WIDTH = 6
GLAZED FIBERGLASS SINGLE DOOR a V Li
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GENERAL NOTES i Z)o z w
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0 1. This product evaluation drawing has been developed in compliance with the 7th Edition (2020) Florida Building Z z Q J r
o Code (FBC) including the"High Velocity Hurricane Zone"(HVHZ). ¢ z w QD21 W w
N 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be x z Q - X ® m a �
beyond wall dressing or stucco. : _ W O = }a}.W
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3. When used in the"HVHZ"this product complies with Section 1626 of the FBC and does not require an impact co � �0- � a < a
resistant covering. �
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0 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product complies with FBC
E Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level m
v° "D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.I I. m ``
N 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry o 0
construction. N C7
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed = v>
engineer or registered architect. to w
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Q7. This product meets the water infiltration requirements for the"HVHZ".
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16 8. Outswing configurations using Coastal Sill (item#19) &Composite Sill(item#16) under active doors meet water 0- j 6
o infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the -
"HVHT'and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) z
canopysuch that the angle between the edge of canopy or overhang to sill is less than 45 degrees. LOCK INSWING OUTSWING N <
9 9 pY 9 9 CONFIGURATION �, Q I-
HARDWARE o
Q TABLE OF CONTENTS POSITIVE NEGATIVE POSITIVE NEGATIVE z
N — ZO 0
SHEEN DESCRIPTION SHEET# X Latch & Deadbolt +55.0 -55.0 +55.0 -55.0 �,
Z 1 Typical Elevations,Design Pressures&General Notes 7 Vertical Cross Sections(Thresholds) DATE: 08/02/16 z
2 2 Door Panel Details 8 Buck&Frame Anchoring X Multipoint +55.0 -60.0 +55.0 -55.0 SCALE: N.T.S. �
a 3 Elevations 9 Hardware Details DWG. BY: ,JK m
i 4 Horizontal&Vertical Cross Sections(2X Buck) 10 Glazing Details See Sheet 3 for Hardware Specifications
5 Horizontal&Vertical Cross Sections(1X Buck) 11 Components CHK. BY: LFS
L 6 Horizontal&Vertical Cross Sections(Direct to Masonry) 12 Bill of Materials DRAWING NO.:
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COMPOSITE INTERIOR LOCK STILE COMPOSITE j�//// t 11 ��� n z
HINGE STILE STEEL REINFORCEMENT z o
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CAP (ENGINEERED WOOD) (0.023"THK.) (ENGINEERED WOOD) N m 0 N �
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DETAIL A-A STEEL REINFORCEMENT INTERIOR
C. PANEL REINFORCEMENT 2$.86%OPEN COMPOSITE LOCK STILE COMPOSITE J
(0.023"Thick Steel) HINGE STILE STEEL REINFORCEMENT (ENGINEERED WOOD) CAP Q
N AREA MAX. CAP (ENGINEERED WOOD) (0.023"THK.) 2 HORIZONTAL CROSS SECTION �o 0
El #8 X 2.5"PFH WS (TYP.Q EACH DOOR CORNER) "' m Q
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TOP RAIL =� N
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35.0"MAX.DOOR _35.813"MAX.DOOR 1 35.$13"MAX.DOOR y --_ ENGINEERED WOOD) 4 0 0
PANEL WIDTH PANEL WIDTH PANEL WIDTH01 o
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FL-20470.7
DOOR PANEL 41 DOOR PANEL 42 DOOR PANEL 2 --- 2
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2 2\ 2 5 `:MANUFACTURER MODEL
4 5� b b 3 3 r3 b SCHLAGE KNOB: F51
CD 4 \\. b 6 DEADBOLT: 860
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Fiber-Classic/Smooth-Star Door Pane/Options CHK. BY: LFS 3
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(similar glazed panel configurations are allowed) FL-20470.7 -
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4 Shown w/2X Buck 4 Shown w/2X Buck DRAWING NO.: Ix
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W 5 HORIZONTAL CROSS SECT/ON b HORIZONTAL CROSS SECTION Dwc. BY: JK
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION Shown Direct to Masonry CHK. BY: LFS 3
b Shown Direct to Mason b
6 Shown Direct to Masonry 6 Shown Direct to Mason 7 Outswin only w/6-9/16''amb
�` Outswing only w/6-9/16 Jamb g Y J DRAWING No.:
EOutswing only w/4-9/16'jamb Outswing only w/4-9/16'jamb FL-20470.7 0
SHEET 6 OF 12 N
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Notes:
1.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. ��Q�•'• • •'•��
Sill Item#'s 16&33 are attached to jambs w/(2) #8 X 2-1/2"pfh screws at each end. Ct
Sill Item#15 is attached to jambs utilizing (2) #10 X 2"pph SMS at each end. = a Z—
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3 VERTICAL CROSS SECTION
7 Outswing Sill (Coastal Sill Shown) 4 VERTICAL CROSS SECTION owc. BY: JK m
7 Public Access Sill CHK. BY: LFS
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FL-20470.7 0
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LATCH & DEADBOLT STRIKE DETAILS M DIRECT TO
MASONRY 24 23 M ULTIPOINT LOCK STRIKE DETAILS N o
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DEADBOLT STRIKE DETAILS DWG. BY: JK
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DRAWING NO.:
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GLAZING TAPE 1/2"GLASS BITE
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Door Panels&Sidelites z
DECORATIVE INSERT
PRIVACY INSERT =(D �w N
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WIDTH 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS oCr
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INSWING THRESHOLD 37 INSWING THRESHOLD CD �, a 0
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32 Inswing Basic Composite Adjustable Sill 7-1/Z' Inswing Basic Fixed 7-1/2' Sill c`, n o o m c Ir
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Q 34 Inswing Moderate Climate Sill 1-3/8" INSWING THRESHOLD OUTSWlNG THRESHOLD
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? 5.75" 5.75' o
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BILL OF MATERIALS BILL OF MATERIALS
ITEM# DESCRIPTION MATERIAL ITEM# DESCRIPTION MATERIAL g�c� � �p'•
A 1 X BUCK (SG >=0.42) WOOD 25 #8 x 2-1/2" PFH WOOD SCREW STEEL Z ;Q r
B 2X BUCK (SG >=0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL �v:;,• y`�F IL rn
C 1/4' MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL ..........
••'��i5`` Q
D 1/4"X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL > �; z
MASONRY-3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL z o
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL m N
o " o rn
G 3/16"X 3-1/4" ITW CONCRETE SCREW STEEL 29 4" X 4' HINGE STEEL N o E z m m
J 1/4'X 33/4!� PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP E V)to m ao' a m
L #10 X 2-1/2" PFH WOOD SCREW (1.15 MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP t
M 3/16"X 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP £ o Z
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N 3/16"X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP o 3 a
N
0, 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 V,
N 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �o
9 SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP
CD 10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP O�g ED
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) - _CD W o
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) - ~� Q
0) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U1)
m 18 OUTSWING THRESHOLD ALUM/COMP Q
0 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD a a
22 #8 x 3/4' PFH WOOD SCREW STEEL J m
Q 23 #10 x 3/4" PFH WOOD SCREW STEEL m
E8 24 #10 x 1" PFH WOOD SCREW STEEL m
N NN o
N
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= CONCRETE ANCHOR NOTES: o o z
CD . Concrete anchor locations at the comers may be adjusted to maintain the min. w Cn
o
^' edge distance to mortar joints.
2. Concrete anchor locations noted as"MAX. ON CENTER"must be adjusted to 0 0
o maintain the min. edge distance to mortar joints,additional concrete anchors
may be required to ensure the"MAX. ON CENTER"dimension are not exceeded.
a 3. Concrete anchor table: Q Q
LL a- U
v Z
ANCHOR ANCHOR MIN. MtN.: CLEARANCE MIN.CLEARANCE o in
TO MASONRY TO ADJACENT z
TYPE SIZE EMBEDMENT N I a
.o EDGE ANCHORITW \moo
a TAPCON® 1/4" 1-1/4" 2" 4" o 0
z ELCO N z
a ULTRACON® 1/4" 1-1/4" 1" 4" DATE: 08102116 0
g SCALE: N.T.S.
ITW ® 3/16" 1-1/4" AS SHOWN 1-1/7,TAPCON DWG. BY: JK m
2
~ WOOD SCREW INSTALLATION NOTES: cHK. BY: LFS It
€ I.Maintain a minimum 5/8 DRAWING NO.:edge distance, 1 end distance, & 1 o.c.spacing of m
wood screws to prevent the splitting of wood. FL-20470.70
SHEET 12 OF 12 N
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