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RECEIVED OCT 18 20171111-L-1 ff"RHMO-BOON,
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Supplemental Instructions
Residential Pan Doors
Higher wind pressures and larger doors require additional reinforcement.
Premature failure of door system may result from improper application.
A CAUTION See chart in lower left corner of drawing sheet one for the approved wind
pressures and door sizes.
These supplemental instructions do not contain basic door installation
steps and related safety information.
A WA R N I N G Failure to follow basic installation steps and related safety information
may result in injury or death.
Door installers must follow a primary instruction manual for basic door
installation steps and related safety information.
.0
The correct selection of door and framing materials,in adherence with local 8
building code directives,is the responsibility of the building owner/designer.
Use of a reinforced garage door does not constitute automatic compliance with
any building code. Local building code officials determine compliance criteria.
46
The percentages charted below reduce exposure B wind speeds from the lower left comer of page one
of each drawing to approximate mph for mean roof heights H and exposures B,C,&D.
2
H B C D
15' 100% 90% 82%
20' 100% 88% 80% 0
25' 100% 86%, 78%
0 30' . 100% 84% -77% owl
4--1
0 \\\ S
35 97% 83% 76%
00
40' 95% 81% 75%
No.M737
45' 94% 80% 74%
50' 92% 80% 74%' 1'Jr Digitally signed by0ohn E.Scates,P.E.
55 91% 79% 73% STATE OF -Q
* A—, Date:Date:2015.04.06/l-7-03:17-05'00'60' 90% 78%1 73% 0 t-LOWD John E.Scates,P.E.
�!//s3121 Fairgate Drive
&10 14 A%- \N arrollton,Texas 75007
Florida P.E.#51737
1 Sol 2M TIE 11308,F-2203
D2
Copyright 2015 C.H.I.Ovcrhead Doors FL n page 1 of 2
Strut placement options
(hinges shown with six screws, see drawing for actual screw quantity requirements)
(single hinges shown, see drawing for double end hinge requirements)
Strut
Strut
End Hinge
gg or top bracket
000 II
Auxillary
came Carrier
Top Fixture End Hinge or
Bottom Fixture bottom bracket
Strut above top fixture Strut above auxiliary carrier Strut in center of section
Strut End Hinge
0
Strut
000 Strut
Strut End Hinge Bottom Fixture Strut
above below
hinge (see below for optional location) Strut above bottom fixture hinge (see below for optional location)
Strut End Hinge
Strut may Strut may be p
Strut be installed installed on
on top half bottom half 0
of hinge of hinge
instead of instead of
End Hinge above below hinge Strut
hinge to to avoid c
avoid door door 7
Strut on top half of hinge components. components. Strut on bottom half of hinge
0
V
L
0
O
A locking system must be installed if the door is not electrically operated. 3
0
0
See drawing for stop molding requirements,on doors not more than 1"wider than opening.
When using stop molding,secure molding with minimum 8d nails or 2-1/2"long screws. `
A track bracket should be installed at a distance not exceed 10 inches from the bottom of the track. 2
Another track bracket may be required at a distance not exceed 5 inches from the bottom of the track. o
Locate track brackets as required to avoid other fasteners or defects in wood. r
Add track brackets as required until the specified quantity is achieved. \\\�� E scgr�Y%
The distance between track brackets should not exceed 28+/-1 inches. ♦ �,-EN-. �` // a
The distance from the top track bracket to the flag angle should not exceed 38+/-1 inches. �� I *V % �� y
No.51737
Push nut detail *; * S t; W
(Push nut shown, see drawing for push nut requirements) ,°p'',, STATE OF:
o Ow o
�CORtOP•p� N
Push Nut Detail (use on all rollers,if depicted on drawing) //��SS+�O'A`��\\♦ a
use 3/8"I.D.on bottom fixture roller stem
use 7/16"I.D.on end hinge and top fixture roller stems
John E.Scates,P.E.
Push nut:Slide roller into fixture and tap push nut onto 3121 Fairgate Drive
roller stem using a 1/2"socket and hammer. Leave an Carrollton,Texas 75007
1/8"to 1/4"space between push nut and fixture. Florida P.E.#51737
TXPE 16301, -2203
Copyright zots C.H.I.Overhead Doors nFL � �0� ��2 page
2 of 2
Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tie. keep each area clear of
any back jamb
ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"long with washer that conforms to ANSI B18.22.1 type B. attachment fasteners
ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. /
Simpson Titen HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. 3"
Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. 8" 6
When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insure minimum embedment required. 1 header /
This chart applies to wood species with specific gravity greater than or equal to 0.42 including spruce pine fir(SPF)and southern pine(SP).
See chart for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers may be 10%smaller when Southern Pine is used. 8"
See chart for minimum edge distance required. Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. /
FASTENER SPACING(inches)
2500 psi concrete Filled CMU
Simpson
ITW Tapcon strong-Tie DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF)
1/4' 114' 3 8" 3/8 31V 3/8- 14psf 17psf 20psf 24psf I 28psf 32psf I 36psf 40psf 44psf I 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
24 24 24 24 24 24 22'-9 18'-9 15'-11 13'-3 11'-4 9'-11 8'-10 7'-11 7'-3 6'-7 6'-0 5'-6 5'-0 4'-7 4'-3 3'-11 n/a n/a
24 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-5 8'-6 7'-8 T-0 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 0
24 20 24 24 24 16 26'-6 21'-9 18'-6 15'-5 13'-3 11'-7 10'-3 9'-3 8'-5 7'-8 7'-0 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11
24 18 24 22 24 16 28'-30 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 30'-1 9'-2 8'-5 7'-7 6'-11 6'-5 5'-10 5'-4 4'-11 4'-7 4'-4
24 17 24 20 24 16 31'-9 26'-2 22'-3 18'-6 15'-1013'-10 12'-4 11'-1 10'-1 9'-3 8'-4 7'-8 7'-0 6'-5 5'-31 5'-5 5'-1 4'-9
24 15 24 18 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 30'-0 9'-0 8'-3 T-7 6'-11 6'-4 5'-11 5'-6 5'-1
24 15 24 17 16 16 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5'-5 Highest anchor installed at
22 13 24 16 16 8 n/a 32'-3 27'-5 22'-10 19'-7 17'-1 15'-2 13'-8 12'-5 11'-5 30'-4 9'-5 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 least as high as door opening. o
21 13 24 15 16 8 n/a 33'-10 28'-9 24'-0 20'-6 18'-0 16'-0 14'-4 13'-1 12'-0 10'-10 9'-11 9'-1 8'-4 7'-8 7'-1 6'-7 6'-2 Anchors to be evenly spaced between
19 12 24 14 16 8 n/a n/a 31'-4 26'-1 22'-5 19'-7 17'-5 15'-8 14'-3 13'-0 11'-10 10'-9 9'-11 9'-1 8'-4 7'-8 7'-2 6'-8 the header and the floor.
16 10 24 12 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 8'-10 8'-3 7'-8
'16 10 24 it 8 8 n/a n/a n/a 31'-9 27'-2 23'-9 21'-2 19'-0 17'-3 15'-10 14'-4 13'-1 12'-1 11'-0 30'-1 9'-4 8'-9 8'-2
14 8 24 10 1 8 8 n/a n/a n/a 35'-9 30'-8 26'-10 23'-30 21'-5 1 19'-6 17'-10 16'-2 14'-9 13'-7 12'-5 11'-5 30'-7 9'-10 9'-2 0
12 7 20 9 1 8 8 n/a n/a n/a n/a n/a 30'-11 27'-5 24'-8 22'-5 20'-7 18'-8 17'-0 15'-8 14'-4 13'-2 12'-2 11'-4 10'-7 2x6 structural grade lumber.
11 7 20 8 1 8 8 n/a n/a n/a n/a n/a 31'-10 28'-3 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-11 May be counterbored up to 3/8"deep
10 6 17 7 8 n/a n/a n/a n/a n/a n/a n/a 32'-0 28'-9 26'-2 24'-0 21'-8 19'-10 18'-3 16'-8 15'-4 14'-2 13'-2 12'-4 at each anchor location to provide a
9 n/a 16 6 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-1 26'-8 24'-1 22'-0 20'-3 18'-6 17'-0 15'-9 14'-8 13'-9 flush mounting surface.
8 n/a 13 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 30'-11 28'-0 25'-7 23'-6 21'-6 19'-9 18'-3 17'-0 15'41
n/a n/a 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-4 29'-7 27'-3 24'-10F22'-10 21'-2 19'-8 18'-52500 psi concrete Filled CMU 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 81psf 87psf 93psf
First anchor to start at no mon;than
'rlten wedge- DOOR WIDTH feet and inches ata given DESIGN PRESSURE PSF half the fastener spacing distance and
ITW Tapcon ITW LDT HD All ( ) g ( ) no less than the minimum edge distance.
1/4" 1/4" 3/8" 3/8" 3/8" 3/8" FASTENER DIAMETER
1.75" 1.75" 2.5" 2.5" 2.75" 2.68" EMBEDMENT LENGTH 0
1-1/8" 7/8" 1-1/2" 1" 1-1/8'1-1/8"WASHER DIAMETER 11"11 H1
2-1/2"2-1/2" 3" 3" 4" 4" EDGE DISTANCE `��� EE ��1/ Supporting structural elements shall be designed by a registered
508# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY \��� p. SCq� �/� professional engineer for wind loads in addition to other loads.
�.' BN' •• �� This drawing does not address the jamb/wall design,but only door
attachment.Jamb/wall construction is shown only for illustration
purposes. The building designer is responsible for ensuring that the
No.51737
jamb/wall is sufficient to carry the door live and static loads. This
e � I o drawing does not address the spring pad connections. Registered
Digitally signed by John:E.SCates,P.E. professional engineer may approved an alternative design.
Manufacturers installation instructions must be followed. Date:2015.02.2416:3257=06'00' * �r
Maximum spacing shown in chart. �p STATE OF :'�4-` TOM � E-10 SCALE none
John E.Scates,P.E. i
Lesser spacing may be used to avoid interference with door hardware i
3121 Fair ate Drive / .
DATE
and or fastening system,but not less than 6"' Carrollton,Texas 75007 ��j�iN�`•�L�R1�P!'(jam ��` O I](]� 2-18-215
Load per jamb=0.5 x door width x max positive pressure x door height. Florida P.E.#51737
8"CMU block walls shall comply with ASTM C90. T.XPE 56308,F-2203A%- ��\ Back Jamb Attachment Detail
Use minimum 2000 psi grout or concrete when filling CMU. ��I I 1111% Concrete Anchors
CMU fastener spacing distance may vary+/-1".
Professional Engineer's seal provided only for verification of windload construction details. rc.I1.I. Drawing: BJA-101 Rev.-07
Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. 1/2"MIN 1/2"MIN 1/2"MIN —1/2"MIN
Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds. ATTACHMX X
ENT OF
Use SP values onlyif both structure and'amb are southern pine. ATTACHMENT OF
i P 2x6 WOOD JAMB 2x6 WOOD JAMB
Use SPF values when spruce pine fir is present in structure or jamb material. i „ ON SHEATHING
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B18.2.1
�z SHEATHING
Washer: 1-1/8"minimum outside diameter,must conform to ANSI B 18.22.1 type A.
Pre-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required.
3a"x 3"LAG SCREWS Y2"SHEATHING
FASTENER DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) �"x3-liz"LAGscREws keep each
SPACINGSPACING clear of any back
SPF SP 14psf 17psf 20psf 240sf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf jamb attachment
24 24 34'-5 28'-4 24'-1 20'-0 17'-2 15'-0 13'-4 12'-0 10'-1110'-0 9'-1 8'-3 7'-7 6'-11 6'-5 5'-11 5'-6 5'-2 fasteners
22 24 n/a 32-4 27'-6 22'-1119'-8 17'-2 15'-3 13'-9 12'-6 11-5 10'-4 9'-5 8'-8 7'-11 7'-4 6'-9 6'-3 5-11els T
20 24 n/a 34'-0 28'-1124'-1 20'-7 18'-0 16'-0 14'-5 13'-1 12'-0 10'-1 9'-11 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2 m
s,.
18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2 15'-6 14'-1 12'-1111'-8 10'-8 9'-10 8'-11 8'-3 7'-7 7'-1 6'-8 header /
18 23 n/a n/a 32'-1 26'-9 22'-1120'-0 17'-10 16'-0 14'-7 13'-4 21'-1 11-0 10%-2 91-3 81-6 71-11 71-4 61-10
16 21 n/a n/a 35'-5 29'-6 25'-3 22'-1 19'-8 17'-8 16'-1 14'-9 13'-4 12'-2 11'-2 10'-3 9'-5 8'-8 8'-1 7'-7 4 s
16 20 n/a n/a 36'-1 30'-1 25'-9 22'-7 20'-0 18'-0 16'-5 15'-0 13'-7 12'-5 11'-5 10'-5 9'-7 8'-11 8'-3 7'-9 3" 1
15 20 n/a n/a n/a 31'-0 26'-6 23'-3 20'-8 18'-7 16'-1 15'-6 14'-0 12'-9 11'-9 10'-9 9'-11 9'-2 8'-6 8'.0 T-
14 18 n/a n/a n/a 34'-5 29'-6 25'-9 22'-1120'-7 18'-9 17'-2 15'-7 14'-2 13'-1 11'-11 11'-0 10'-2 9'-5 8'-10
13 16 n/a n/a n/a n/a 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6 16'-9 15'-4 14'-1 12'-1 11'-1 10'-1110'-2 9'-6
12 16 n/a n/a n/a n/a 33'-2 29'-0 25'-1 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 13'-5 12'-4 11'-5 10'-8 10'-0
°
12 15 n/a n/a n/a n/a n/a 30'-1 26'-9 24'-1 21'-1 20'-0 18'-2 16'-7 15'-3 13'-1 12'-1 11'-10 11'-0 10'-4
11 14 n/a n/a n/a n/a n/a 32'-1 29'-2 26'-3 23'-1 21'-1 19'-1 18'-1 16'-8 15'-2 14'-0 12'-1112'-1 11'-3
10 14 n/a n/a n/a n/a n/a 33'-2 29'-6 26'-6 24'-1 22'-1 20'-0 18'-3 16'-1 15'-4 14'-2 13'-1 12'-2 11'-5
10 12 n/a n/a n/a n/a n/a n/a 32'-1 28'-1126'-3 24'-1 21'-9 19'-1118'-4 16'-9 15'-5 14'-3 13'-3 12'-5 Highest anchor installed at
9 12 n/a n/a n/a n/a n/a n/a n/a 31'-0 28'-2 25'-1 23'-4 21'-4 19'-8 17'-1116'-6 15'-3 14'-3 13'-4 least as high as door opening. o
9 11 n/a n/a n/a n/a n/a n/a n/a 32'-1 29'-2 26'-9 24'-3 22'-1 20'-4 18'-7 17'-1 15'-1 14'-9 13'-9
Anchors to be evenly spaced between
8 11 n/a n/a n/a n/a n/a n/a n/a n/a 30'-8 28'-2 25'-6 23'-3 21'-5 19'-7 18'-0 16'-8 15'-6 14'-6 the header and the floor.
8 10 n/a n/a n/a n/a n/a n/a n/a n/a 32'-1 30'-1 27'-3 24'-1122'-1120'-1129'-3 17'-1 16'-7 15'-6
7 10 n/a n/a n/a n/a n/a n/a n/a n/a n/a 31=0 28'-0 25'-7 23'-7 21'-6 19'-118'-4 17'-1 16'-0
-1
7 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-2 28'-5 26'-2 23' 22'-0 20'-4 18'-1117'-9 °
6 8 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-6 26'-1 24'-9 22'-1121'-4 20'-0 2x6 structural grade lumber,
May be counterbored up to 3/8"deep at
4 6 n/a n/a n/a n/a n/a n/a n/6 n/a n/a n/a n/a n/a n/a n/a 33'-0 30'-7 28'-6 26'-8 each anchor location to provide a
SPF I SP 14 sf 17 sf 20 sf 24 sf 28 sf 32 sf 36 sf 40 sf 44 sf 48 sf 53 sf 58 sf 63 sf 69 sf 75 sf 81 sf 87 sf 93 sf flush mounting surface.
P P. p p P P P p P P P P P P P p p P
SPACING DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSFI °
FASTENER4
LOA 620# `
LOAD PER \` �/ First anchor to star[at no more than
FASTENER `��� �. �(I�1. //', half the fastener spacing distance and
(pounds) N��G�N�F•�� /�' no less than the minimum edge distance. °
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) , So.51737
When applying back jambs over dry wall or other non structural wall covering, ; * = SCALE
use longer lags screws to insure 1-1/2"minimum embedment required. * * �. ' 0�0 none
Lesser spacing may be used to avoid interference with door hardware and or fastening system. .p:• STATE OF ELL Opo HATE 2-18-201 S
Maximum spacing shown in chart. John E.Scates,P.E. •• '2�� o
These charts do not address spring pad connections to the building. 3121 Fairgate Drive 0R1QP� Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. Carrollton,Texas 75007 \��
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 sSIONAL La�// \\� g Screw
engineer for wind loads in addition to other loads. TXPE 56308,F-2203
Professional Engineer's seal provided onl for verification of wmtlloao construction oetails C.H.I. Drawing: BJA-102 Rev.-05
Self tapping screws (with steel) screw:1/4"dia x 3/4"self tapping screw;must conform w ANSI/ASME B18.2.1. .100"x 1" fillet welds
USE 9/16" %6"steel Jambs;allowable load per screw=444 lbs. Welds performed by a Certified Welder or inspected by a
MINIMUM Certified Welding Inspector to verify integrity of welds.
- track Allowable load per screw;12 gauge=2091bs,14 gauge=143 lbs,and 16 gauge=1 IO lbs. 3
DIAMETER 12 gauge or/6"steel Jambs;allowable load per weld=1,272 lbs.
WASHER IF lbracket or Optional Washer:9/16"O.D.minimum;must conform to ANSI B18.22.1 type A. Use all necessary precautions when welding galvanized steel.
revers SCREW HEAD Washer not required if fastener head has minimum 9/16"outside diameter.
t1IlU011S Welds to be evenly spaced between header and floor.
g
an IS LESS THAN Lowest fastener to be within 10-inches of the floor
9/16"DIAMETER 9l Maximum spacing shown in chart Lesser spacing may be used to avoid interference Lowest weld to be within 10-inches of the floor
with door component system. Minimum of 3 welds per jamb required.
Add holes to continuous angle as required to satisfy fastener spacing in these charts. Fillet welds to have a straight or convex face surface.
These charts do not address spring pad connections to the building. Tack weld toe of angle at same spacing to prevent rotation of track angle.
ATTACHMENT SPACING(inches) Load per jamb=0.5 x door width x max positive pressure x door height Cracks and blemishes shall be ground to a smooth
SCREWS SCREWS SCREWS WELDS SCREWS WELDS contour and checked to ensure soundness.
16 a 14 a 12 a 12 a 3 16" 3 16" DOOR WIDTH feet and inches ata iven DESIGN PRESSURE PSF These charts do not address spring pad connections to the building.
g g g g / / ( ) g ( ) Load per jamb=0.5 x door width x max positive pressure x door height
jamb jamb jamb jamb jamb jamb 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf
24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 3'-11 T-5 3'-0 n/a n/a n/a n/a
20 26 36 36 36 36 9'-S 7'-9 6'-7 5'-6 4'-8 4'-1 X-8 n/a n/a n/a n/a track bracket or
18 24 36 36 36 36 9'-11 8'-2 6'-11 5'-9 4'-11 4'-4 3'-10 n/a n/a n/a n/a continuous angle *(E60XX
se angle
16 20 30 36 36 36 11'-9 9'-8 8'-3 6'-10 5'-10 5'-1 4'-7 4'-1 n/a n/a n/a
14 18 26 36 36 36 13'-5 11'-1 9'-5 7'-10 6'-8 5'-10 5'-2 4'-8 4'-3 3'-11 n/a
12 16 24 36 36 36 14'-1112'-3 10'-5 8'-8 7'-5 6'-6 5'-9 5'-2 4'-9 4'-4 3'-11
12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2 7'-10 6'-10 6'-1 5'-6 S'-0 4'-7 4'-1
9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-1110'-2 8'-11 7'-11 7'-1 6'-6 5'-11 5'-4 4'-11 4'-6 4'-1 n/a n/a n/a n/ag fillet weld
8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 11'-2 9'-9 8'-8 7'-10 7'-1 6'-6 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a n/atrodes Min).
7 10 1436 31 36 24'-6 20'-2 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 7'-1 6'-5 5'-11 5'-5 4'-11 4'-6 4'-2 3'-11 n/a Feld ilocated vertically on
angle at sing
paacc ing specified in chart
6 8 12 36 25 36 29'-10 24'-7 20'-1017'-5 14'-1113'-0 11'-7 10'-5 9'-6 8'-8 7'-10 7'-2 6'-7 6'-0 S'-6 5'-1 4'-9 4'-5 and tack weld toe of angle or
6 7 11 36 24 36 31'-5 25'-10 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 9'-2 8'-3 7'-7 6'-11 6'-4 5'-10 5'-S 5'-0 4'-8 track bracket at same spacing.
n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'-10 20'-5 17'-1015'-1014'-3 13'-0 11'-1110'-9 9'-10 9'-0 8'-3 7'-7 7'-0 6'-6 6'-1
n/a 5 7 36 16 36 n/a 39'-2 33'-3 27'-9 23'-9 20'-9 18'-6 16'-7 15'-1 13'-1012'-6 11'-5 10'-6 9'-7 8'-10 8'-2 7'-7 7'-1
n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-1 29'-10 26'-1 23'-2 20'-1019'-0 17'-5 15'-9 141-4 13'-3 12'-1 11'-1 10'-3 9'-7 8'-11
n/a n/a 5 32 11 32 n/a n/a n/a 39'-9 34'-0 29'-9 26'-6 23'-30 21'-8 19'-1018'-0 16'-5 15'-1 13'-9 12'-8 11'-9 101-1110'-3
n/a n/a n/a 30 10 30 n/a n/a n/a n/a 36'-4 31'-9 28'-3 25'-5 23'-1 21'-2 19'-2 17'-6 16'-1 14'-8 13'-6 12'-6 11'-8 10'-11
n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a 36'-8 32'-7 29'-4 26'-8 24'-S 22'-1 20'-2 18'-7 17'-0 15'-7 14'-5 13'-5 12'-7
n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a 35'-4 31'-9 28'-10 26'-6 24'-0 21'-1120'-2 18'-5 16'4115'-8 14'-7 13'-8
n/a n/a n/a 16 5 16 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-10 30'-3 27'-7 25'-S 23'-6 21'-1120'-6
n/a n/a n/a 14 n/a 14 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-7 29'-0 26'-11 25'-0 23'-S
n/a n/a n/a 12 n/a 12 n/a n/a n/a n/a I n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-4 29'-2 27'-4
SCREWS SCREWS SCREWS WELDS SCREWS WELDS 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48 sf 53psf 58psf 63psf 69psf 75psf 81psf ,87psf. 93psf
16 ga 14 ga 12 ga 12 ga 3/16" 3/16" DOOR WIDTH(feet and Inches)at a given DESIGN PRESSURE(PSF) Alternative design may be approved by a
jamb jamb jamb jamb I jamb jamb licensed professional engineer.
ATTACHMENT SPACING(inches) Supporting structural elements shall be
110N 1 143k 1 209q 1 1272q 1 444q 1 1272tY \ /// designed by a licensed professional engineer
ALLOWABLE LOAD PER SCREW(pounds) \ ` - S+ q / for wind loads in addition to other loads.
`�
+ Z This drawing does not address the jamblwall
� � OP design,but only door attachment Jamblwall
1. 0 construction is shown only for illustration
• +��� purposes.The building designer is responsibleNe.5 1 tt = for ensuring that the jambAvall is sufficient to
.� carry the door live and static loads.
��� SCALE
_ M � =OD none
00 STATE OF , j� w
John E.Scates,P.E. �.p`�, `a�` vp H ❑ ❑ 0O0 DATE 2-18-2015
3121 Fairgate Drive ��`.�IC(OR�Qf:•
CFloridaP E.#51 37llton,Texas 7 // ///III,
SI0NA1-��� ` Steel Attachment Detail
TXPE 56308,F-2203 //I'f 1111%�
Professional Engineer's seal provided only for verification of windload construction details. �C.HI. Drawing: BJA-103 I Rev.-07
4 3 2 1
16-0"(see notes for other widths)
3B intermediate Window Options
Optional Standard Lites _ 1/8" DSB
4D (see window options) 2 hinge (T 1/4" Tempered Glass
2 Z 1/4" Polycarbonate
D top fixture 7/16" Insulated Glass D
flag 7/16" Tempered Insulated Glass
bracket Max daylight opening 39-38 x 12-12"
4D
2 + + +
end stile °
7' 1B
2
track Door Height
3B ° ° o bracket g W
2 6'-6"to T-0" 4 7 3
end hinge
C + + + 7'-6"to 8'-0" 5 9 4 C
4A 8'-3"to 8'-9" 5 9 4
2
9'-0"to 10'-6" 6 11 5
il bottom fixture
10'-9"to 12'-3" 7 13 6
12'-6"to 14'-0" 8 15 7
3A 2A
2 2 14'-3"to 15-9" 9 17 8
This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05. strut attachment strut 164"to 17-6" 10 19 9
Supporting structural elements to be designed by registered professional engineer for specified wind loads. 17-9"to 19'-3" 11 21 10
If door is not electrically operated,a lock must be installed. 19'-6"to 20'-0" 12 23 11
B Maximum door height: 20'-0" Maximum section height: 21" B
Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds. Track bracket quantities shown are for use with
These exposure"B"wind speeds are for Thigh doors on 30'tall buildings. grade 2 or better southern pine jambs. When usin
softer wood species like spruce-pine-fir(SPF)use
Width Design Pressure Wind Speed Windows Center Stiles r 1 the quantity of track brackets specified in the chart
24'-00" 13.4 s /-14.9 s 122 m h YES 9 plus three track brackets per side,
22'-00" 15.9 s /-17.7( s 133(mph) YES 9 \\\III I I111//�
Supples containmental 17.5 s 19.4 s 140(mph) YES 9
143mh 06- 8CTZ//
20'-06" 18.3(psf)/ 20.4(psf) 06- 800
for doorup to 00high.These are required in
20'-00" 19.3 s / 21.4(psf) 146(mph) YES 9 i addition to this drawing for installation. Always
- � �
', No.51737 ,�� use supplemental instructions in addition to this
19'-06" 203 s /-22.6 s 150(mph) YES 9 John E.States,P.E. S*_ drawing during door installation.
19'-00" 121.3 s /-23.8(psf) 154(mph) YES 9 3121 Fairgate Drive =*1 t ooO
18'-06" 22.5(psf)/-25.1 s 158(mph) YES 9 Carrollton162(mph) YES 7 ,Texas 75007 �'a STATE OF ; � mom nts
I
18'-00"
-06" 25.2(psf)s / 26.5-28.0( s0 166 m h YES 7 Florida P.E.# 51737 �i��O.r�•,!20R%QP'p�2�� o® 04 09-2015
A 16=00" 30.1(pso 29.7 s /-33.5(psf) 181(mp171 h) YES YES 7 /Z�;,SION//1111110
;����X I Models 2240,2241,2250,2251,4250,4251,5240,5241,5250,551 A
15'-00" 32.1 s /-35.7 s 187(mph) YES 7 40.1(psf)/-44.7(psf)at 12'-00"through
13'-00" 37.0 s /-48.2( s 199 m h YES 5 F L 1 501 2 R2 L Datea201 04.1lly d414�40:12-OS'00ohn E. 5 P E 13.4(psf)/-14.9(psf)at 24'-00"
12'-00" 140.1 s 44.7 s 207(mph) YES 5 C.H.I.Drawing: FZ6-16-01315
Center stile quantity is minimum per section. Professional Engineer's seal provided only for verification of windload construction details page 1_of 2
4 3 2 1 1
4 3 2 1
Strut(if applicable)not shown for clarity.
Details on some views may have been omitted for clarity.
(.059)galvanized steel top
fixture. Each fixture attached The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.
D with four 1/4"x 3/4"screws. See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized steel D
flag bracket fastened to
2"x 7/16"(nominal)stop molding to be secured with wood jamb with three o 0 0
push nut minimum 8d nail or 2-1/2"long screw on 5"spacing. 5/16"x 1-5/8"wood lag
(.034)end stile
Stop molding not required when door is more than 1"wider than opening. screws.
nominal(.0185)galvanized steel minimum
Flag bracket attached
to horizontal track
Ll with two 1/4"x 5/8"
(.109)galvanized steel toptrack bolts and nuts.
fixture. Each fixture attached 030m
with two 1/4"x 3/4"screws. Lt
C (.034)center stile 2"(min)x.0485(min Flag bracket attached to C
push nut galvanized steel track vertical track with two 1/4"
A (.034)end stile x 5/8"track bolts and nuts.
O End Hinge ® Intermediate Hinge - Or two 1/4"x 11/32"rivets.
galvanized steel fastened (.058)galvanized steel (.102)galvanized steel track
to section with fastened to section with bracket fastened to wood jamb
o six 1/4"x 3/4"screws. four 1/4"x 3/4"screws. with one 5/16"x 1-5/8"wood o
lag screw per bracket.
o
o
Optional low head room top bracket Push nut
2"(max.for(.069)thick) 2 3/4" 2 3/4"
4"(max.for.109 thick) Each track bracket attached with
B one 1/4"x 5/8"track bolt and nut. B
Or two 1/4"x 11/32"rivets.
nominal f4 (min.) 3-1/2"(min.)stem
10(min.)ball roller �---
with nylon or steel tread. push nut - 3" 1 r , John E.Scates,P.E.
�_ 3121 Fairgate Drive
°oo 1-7/8" Carrollton,Texas 75007
\\k%11111fill � Florida P.E.# 51737
coo ID 0 1/2„ ���o'�`a�...... s
(.102)galvanized steel i o0o tits
051 50 ksi galvanized steel G o °" 04-09-2015
bottom bracket Each _� No.51737
3"strut attached with two 1/4"x 3/4"
bracket attached with four _* * �.rc* Models:2240,2241,2250,2251,4240,4241,
g screws per stile or hinge plate. ;tyy` 4250,4251,5240,5241,5250,5251
red 1/4"x 3/4"screws. (.109 galvanized steel bottom o giASE of
A bracket Each bracket attached i�0Z�� A
Vinyl Push nut with four red 1/4"x Optional low head room bottombracket (J �j �j /���j�s 1 A��a6�```\ 130.4 pst)/-44.7
4 9(psf)at psf)at 24''00" Hugh
Aluminum extrusion p FLS 1501 Uha / " 1� p
weatherstrip C.H.I.Drawing: FZ6-16-01315
Professional Engineer's seal provided only for verification of windload construction details page_2_of 2
4 3 2 1