HomeMy WebLinkAboutProduct Approval RECEIVED OCT 13 1017 • -..........
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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.
ACAUTION 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.
AWARNING Failure to follow basic installation steps and related safety information
may result in injury or death.
y
Door installers must follow a primary instruction manual for basic door
installation steps and related safety information. o
aU
27
The correct selection of door and framing materials,in adherence with local g
building code directives,is the responsibility of the building owner/designer. o
Use of a reinforced garage door does not constitute automatic compliance with
any building code. Local building code officials determine compliance criteria. w
0
The percentages charted below reduce exposure B wind speeds from the lower left corner of page one
of each'drawing to approximate mph for mean roof heights H and exposures B,C,&D. c
H B C D T
15' 100% 90% - 82%
20' 100% 88% 80% o
25' 100% 86% 78%
0 30' 100% 84% 77% 0% S-
sci
35 97% 83% 76% `�� p`t;,-��eeaF•�� /i, c
40, 95% 81% 75% �� No,51737 o
45 94% 80% 74%
50' 92% '80% 74% STAOF: ` Digitally signed byJohn E.Scates,P.E. a
_ 55 91% 79% 73% �!�'.� ty Date:2015.04.017:03:17-05'00'
(� 60' 90%O 78%O 73%O O��►s John E.Scates,P.E.
// S ONAL ��� 3121 Fairgate Drive
/ Carrollton,Texas 75007
Florida P.E.#51737
2 TI 56308,F-2203
Copyright 2015.C.H.I.Overhead Doors FL V 0 LI LL� 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
00o II
Auxillary
C 7
arrier
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
p Strut
(I
00o Sant 0
Strut End Hinge Bottom Fixture Strut
above below
hinge (see below for optional location) Strut above bottom fixture hinge (see below for optional location)
(J
Strut End Hinge
Strut may Strut may be
Strut be installed installed on
on top half bottom half
of hinge of hinge
instead of instead of
End Hinge above below hinge
Strut
hinge to to avoid
avoid door door
Strut on top half of hinge components. components. Strut on bottom half of hinge
c
0
U
O
9
G
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.
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. F
Add track brackets as required until the specified quantity is achieved. \\\�� 3 �
The distance between track brackets should not exceed 28+/-1 inches. ��� 6EN`4.v,- /1/� a
The distance from the top track bracket to the flag angle should not exceed 38+/-1 inches. ` �0' '%r' 8F.'•;r �/ N
No.W737
Push nut detail
(Push nut,shown, see drawing for push nut requirements) STAOF ��4f` o
�i�,t•••!cCOR�OP'(��?��
Push Nut Detail (use on all rollers,if depicted on drawing) // ss,O 4 \\�
NA \
use 3/8"I.D.on bottom fixture roller stem
use 7/16"I.D.on end hinge and top fixture roller sterns
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
Copyright L O � TXPE 563page
08 g-2203
Co [2015 C.H.I.C.H.I.Overhead Doors ll (J a C 2 Of 2
Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tie. keep each area clear of
ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"long with washer that conforms to ANSI B 18.22.1 type B. any back jamb
attachment fasteners1
ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI 1318.22.1 type B. / —I
Simpson Titen HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. 3"
Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. 8"
When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insure minimum embedment required. l 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. 1 /
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" 1/4" 318"1 3 8 3/8" 3/8" 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf I 48psf 53psf 58psf 63psf 69psf 75psf 81 sf 87pef 93psf
24 24 24 24 24 24 22'-9 18'-9 15'-11 13'-3 11'-4 9'-11 S'-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'-S 8'-6 7'-8 T-0 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a
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 T-10 T-4 4'-11 4'-6 4'-3 T-11
24 18 24 22 24 16 28'-10 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 10'-1 9'-2 8'-5 7'-7 6'-11 6'-5 5'-30 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 T-8 T-0 6'-5 5'-11 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 10'-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 11 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 10'-4 9'-5 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 01,
least as high as door opening. 0
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 30'-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 30'-5 9'-7 8'40 8'-3 T-8
16 10 24 11 8 8 n/a n/a n/a 31'-9 27'-2 23'-9 21'-2 1 19'-0 17'-3 15'-30 14'-4 13'-1 12'-1 11'-0 10'-1 9'-4 8'-9 8'-2
14 8 24 30 8 8 n/a n/a n/a 35'-9 30'-8 26'-10 23'-10 21'-5 19'-6 17'-10 16'-2 14'-9 13'-7 12'-5 11'-5 30'-7 9'-30 9'-20
12 7 20 9 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 2x6structural grade lumber.
11 7 20 8 8 8 n/a n/a n/a I 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 10'41 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'-30 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 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/an/a n/a n/a n/a n/a n/a n/a n/a I n/a n/a n/a n/a 32'-4 29'-7 27'-3 24'-10 22'-10 21'-2 19'-8 187-5 o e
2500 psi concrete Filled CMU 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
First anchor to start at no more than
nten wedge-DOOR WIDTH feet and inches ata given DESIGN PRESSURE PSF half the fastener spacing distance and
ITW Tapcon ITW LDT Ho 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
/�� Supporting structural elements shall be designed by a registered
2-1/2"2-1/2" 3" 3" 4" 4" EDGE DISTANCE \\\�\ sC� / ' professional engineer for wind loads in addition to other loads.
508# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY \\ �� .EN. r� /o This drawing does not address thejamb/wall design,but only door
�� '�• \c 8�'\� �j attachment,Jamb/wall construction is shown only for illustration
• �� j purposes. The building designer is responsible for ensuring that the
` • 51737 i jamb/wall is sufficient to carry the door live and static loads. This
% .
Not
drawing does not address the spring pad connections. Registered
Digitally signed by Johh E.Seates,P.E. �. * j* professional engineer may approved an alternative design.
Manufacturer's installation instructions must be followed. Date:2015.02.2416:32:57-06'00' SCALE
Maximum spacing shown in chart. i •p: $TATE OF •Q Z nn OOED none
John E.Scares,P.E. • f ILJ„LJ� =O[D
Lesserspacingmay be used to avoid interference with door hardware /
and or fasteningsystem,but not less than 6". 3121 Fairgate Drive � O • :Z � ❑ ❑ ❑ 000 DATE
Y Carrollton,Texas 75007 �j �`•�LORVA d\\�\ _VE O e R S 1 2-18-2015
Load per jamb=0.5 x door width x max positive pressure x door height. Florida P.E.#51737 �FSs+
8"CMU block walls shall comply with ASTM C90. ZONA` ! Back Jamb Attachment Detail
P Y TXPE 56308,F-2203 � �
Use minimum 2000 psi grout or concrete when filling CMU. ////I I I I I I,,``` Concrete Anchors
CMU fastener spacing distance may vary+/-1".
Professional Engineer's seal provided only for verification of windload construction details. C.H.I. Drawing: BJA-101 I Rey.-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. ATTACHMENT OF
Use SP values only if both structure and jamb are southern pine. 2x6 WOOD JAMB ATTACHMENT OF
Use SPF values when spruce pine fir is present in structure or jamb material. 2x6 WOOD IAMB
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 Viz"SHEATHING ON 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.
�"x 3"LAG SCREWS %"SHEATHING
FASTENER DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) Y8"x3-1/2"LAG SCREWS keep each area
SPActNG clear of any back
SPF SP 14psf 17psf 20psf 24psf 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 V-11
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 0
8..
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 1171/
18 23 n/a n/a 32'-1 26'-9 22'-1120'-0 17'-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'-11 7'-4 6'-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 a
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'-S 9'-7 8'-11 8'-3 7'-9 3"
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
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'-1 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'-1112'-10 11'4 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'-S 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. u
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 15'4 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'-1119'-3 17'4 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'-1 18'-4 17'-1 16'-0
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'-1133'-0
22'-0 20'-4 18'-1117'-9 m
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'-124'-9 22'-1 21'-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 "28psf
n/a+n/a n/a n/a n/a n/a n/a n/a n/a 130'-7 28'-6 26'-8 each anchor location to provide a
SPF SP 14psf 17psf 20psf 24psf32p6psf 40psf 44p I 48psf I 53psf I 58psf I 63psf 69psf I 75psf I 81psf I 87psf 193psf flush mounting surface.
FASTEN
SPACNG DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) a °
482#1620# 1 I I'll e
L / Firs[anc
LOAD PER hor to start at no more than
FASTENERSC4.3 oj�/ half the fastener spacing distance and
`
(pounds) \ ,%\' . EN . / no less than the minimum edge distance.
mooN
� v�CaF •`%
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) No.51737
When applying back jambs over dry wall or other non structural wall covering, * * 0�0 SCALE
use longer lags screws to insure 1-1/2"minimum embedment required. * none
Lesser spacing may be used to avoid interference with door hardware and or fastening system. i'0��• STATE OF ;���` Taj
�QQ DATE 2-18-2015
Maximum spacing shown in chart. John E.Scates,P.E. j�� �� 4`�
These charts do not address spring pad connections to the building. 3121 Fairgate Drive ///�`�••F�ORV • (�� \� Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. Carrollton,Texas 75007 z SS+�O�AL�i� \� Lag Screw
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 �'16111
/ \
engineer for wind loads in addition to other loads. TXPE 56308,F-2203 6(1)111
Professional Engineer's seal provided onl for ventication or wmatoaa construction details C.H.I. Drawing: BJA-102 I Rev.-05
Self tapping screws (with steel) Screw:1/4"d;a x 3/4"self tapping screw;must conform to 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 track Allowable load per screw;12 gauge=209 lbs,14 gauge=143 lbs,and 16 gauge=110 lbs. Certified Welding Inspector to verify integrity of welds.
DIAMETER 12 gauge or/6"steel Jambs;allowable load per weld=1,272 lbs.
WASHER IF bracket or Optional Washer:9/16"O.D.minimum;must conform to ANSI 1318.22.1 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.
Continuous Welds to be evenly spaced between header and floor.
IS LESS THAN Lowest fastener to be within 10-inches of the floor
ang Lowest weld to be within 10-inches of the floor
9/16"DIAMETER gle Maximum spacing shown in chart. Lesser spacing may be used to avoid interference
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.
These charts do not address spring pad connections to the building.
16 ga 14 ga 12 ga 12 ga 3/16" 3/16" DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF)
Loud per jamb=0.5 x door width x max positive pressure x door height
jamb jamb jamb jamb jamb jamb 14psf 17psf 20psf 24psf I 28psf 32psf 36psf 40psf 44psf 48psf 53psf
24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 T-11 3'-5 3'-0 n/a n/a n/a n/a
20 26 36 36 36 36 9'-5 7'-9 V-7 5'-6 4'-8 4'-1 3'-8 n/a n/a n/a n/a track bracket or
18 24 36 36 36 36 9'-11 8'-2 V-11 5'-9 4'-11 4'-4 V-30 n/a n/a n/a n/a continuous angle reverse angle
16 20 30 36 36 36 11'-9 9'-8 8'-3 V-10 V-10 V-1 4'-7 4'-1 n/a n/a n/a
14 18 26 36 36 36 13'-5 11'-1 9'-S 7'-10 6'-8 V-10 5'-2 4'-8 4'-3 T-11 n/a
12 16 24 36 36 36 14'-1112'-3 10'-5 V-8 7'-5 V-6 5'-9 5'-2 4'-9 4'-4 T-11
12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2 7'-10 V-10 6'-1 V-6 5'-0 4'-7 4'-1
9 12 17 36 36 36 20'-S 16'-9 14'-3 11'-1110'-2 8'-11 7'-11 7'-1 V-6 5'-11 5'-4 4'-11 4'-6 4'-1 n/a n/a n/a n/a 100"x 1"long 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 V-6 5'-30 5'-4 4'-11 4'-6 4'-2 n/a n/a n/a (E60XX Electrodes Min).
7 10 14 36 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 V-11 n/a Weld is located vertically on
angle at spaacc ing specified in char[
6 8 12 36 25 36 29'-10 24'-7 20'-1017'-5 14'-1113'-0 11'-7 10'-S 9'-6 8'-8 7'-10 7'-2 6'-7 V-0 5'-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 V-11 6'-4 5'-10 5'-5 5'-0 4'-8 track bracket at same spacing.
n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'-1 20'-5 17'-1015'-1014'-3 13'-0 11'-1110'-9 9'-10 9'-0 8'-3 7'-7 V-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'-1 12'-6 11'-5 30'-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'-S 15'-9 14'-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 10'-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'-5 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'-1115'-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'-5 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'-1125'-0 23'-5
n/a n/a n/a 12 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 n/a n/a 31'-4 29'-2 27'-4
SCREWS SCREWS SCREWS WELDS SCREWS WELDS 14psf 17psf I 20psf I 24psf I 28psf I 32psf I 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf I 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) I Alterative design may be approved by a
jamb jamb Jamb jamb jamb jamb licensed professional engineer.
ATTACHMENT SPACING(inches) `\` 11II / ,!, Supporting structural elements shall be
110# 143# 209# 1272# 444# 1272# 11 �! designed by a licensed professional engineer
for wind loads In addition to other loads.
ALLOWABLE LOAD PER SCREW(pounds) SC
'�� This drawing does not address the jamb/wall
O"0%rfi.N$F•;� // design,but only door attachment.Jamb/wall
\ 1. V / construction is shown only for illustration
`� j purposes.The building designer is responsible
ND-0737 r for ensuring that the jamb/wall is sufficient to
carry the door live and static loads.
* i * (]_,0000 SCA
! LE
none
M
�0 STATE OF ;�y w
John E.Scales,P.E. �.p`It ,�2(y` ❑ R ❑A ❑ 0�� DATE 2-18-2015
3121 Fairgate Drive //��►`.�R(OR\QYj 0 G' �\
TFlorida P.E.XPE 56 08#51737Carrollton,Texas 7 / 's,��A` Steel Attachment Detail
Professional Engineer's seal provided only for verification of windload construction details. I C.H.I. Drawing: BJA-103 Rev.-07
4 3 2 ]
Impact Window Option(9 pound missile):
9'-0"maximum opening max daylight opening 16-3/4"x 10-1/4"
1/4" I-exan with Aluminum Frame
2B intermediate
D Optionallites 2 hinge D
4D 1C
2 2
top fixture
flag
bracket
FF//
/4D ora n ,a
2 mrn" ,
end stile Door Height
7' 1B 6'-6"to T-0" 4 3 3
C
3B bracket
2 8'-3"to 8'-9" 5 4 4
end hinge 9'-0"to 10'-6" 6 5 5
10'-9"to 12'-3" 7 6 6
4A 12'-6"to 14'-0" 8 7 7
2
bottom fixture 14'-3"to 15'-9" 9 8 8
16-0"to 17-6" 10 9 9
2A 2A 17'-9"to 19'-3" 11 t0 10
2 2 19'-6"to 20'-0" 12 11 11
B strut attachment strut Track bracket quantities shown are for use with B
grade 2 or better southern pine jambs. When using
softer wood species like spruce-pine-fir(SPF)use
the quantity of track brackets specified in the chart
`\\``+`111 plus three track brackets perside.
`\\���E. 3CgT�//�' Supplemental Instructions contain details
�p �%6EN8$%,0 /� for doors up to 20'-0"high.These are required in
addition to this drawing for installation. Always
This door has been evaluated in accordance with ASTM E330-02 and ANSI/DASMA 108-02,108-05 No.51737 ; y use supplemental instructions in addition to this
and for windbome debris in accordance with ASTM E1886-05/E1996-09 and ANSI/DASMA 115-05(9 pound missile) it drawing during door installation.
Supporting structural elements to be designed by registered professional engineer for specified wind loads.
If door is not electrically operated,a lock must be installed. p STATE OF I, nn O❑O n
Maximum door height: 20'-0" Maximum section height: 21" John E.States,P.E. ���0' R P�/`_ o o ❑OOO — 04-09-2015
Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds. 3121 Fairgate Drive �/�ri%%.IOR% ' p��
0,4241,
These exposure"B"wind speeds are for 7'high doors on 30'tall buildings. Carrollton,Texas 75007 ///;/,///I;�?��� Models:4 0,4251,5240,5241,5250,5251
A Width Design Pressure Wind Speed Windows Center Stiles Florida P.E.#51737 A
09'-00" +32.0 s / -36.2 s 183(mph) YES 3 Digitally signed by John E.Scates,P.E. 9'-o" wide, 183 mph Exposure"B"
08'-00" +32.0 s /-36.2( sf) 182(mph) YES 3 'K See notes for other widths and wind speeds
Center stile quantity is minimum per section. FL 1I 5 O1 21R Date:2015.04.1514.14:19-05'00'
IJ ll tl C.H.I.Drawing: FZ6i-09-01515
Professional Engineer's seal provided only for verification of windload construction details page 1_of 2
4 3 2 1
4 3 2 ]
Strut(if applicable)not shown for clarity.
Details on some views may have been omitted for clarity.
galvanized steel top
fixtur The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.
fixture.Each fixture attached
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 D
2"x 7/16"(nominal)stop molding to be secured with 000 a*
carrier and carrier support p g wood jamb with three
minimum 8d nail or 2-1/2"long screw on 5"spacing. 5/16"x 1-5/8"wood lag
push nut Stop molding not required when door is more than 1"wider than opening. screws.
(.034)center stile 1-3/8"polystyrene insulation with vinyl back(both ends).
nominal(.0185)galvanized steel minimum
Flag bracket attached
(.066)end stile to horizontal track
with two 1/4"x 5/8"
(.109)galvanized steel top track bolts and nuts, a�
fixture. Each fixture attached
C with two 1/4"x 3/4"screws.
(.034)center stile 2"(min)x.058(min) Flag bracket attached to C
Il vertical track with two 1/4"
push nut
8 galvanized steel track x 5/8"track bolts and nuts.
Or two 1/4"x 11/32"rivets.
(.034)center stile (.102)galvanized steel track
End Hinge O Intermediate Hinge bracket fastened to wood jamb
galvanized steel fastened (.058)galvanized steel with one 5/16"x 1-5/8"wood
0 to section with fastened to section with
(.066)end stile six 1/4"x 3/4"screws. four 1/4"x 3/4"screws. lag screw per bracket. G
Optional low head room top bracket o
0 8
push nut '
Each track bracket attached with
B 2"(max.for.069 thick) 2-3/4" one 1/4"x 5/8"track bolt and nut. B
4"(max,for.109 thick)
2-3/4" Or two 1/4"x 11/32"rivets.
nominal 0 2"(min.)
10(min.)ball roller 3-1/2"(min.)stem John E.Scates P.E.
with nylon or steel tr4ad .1 —►{ 3" I 3121 Fairgate Drive
Carrollton,Texas 75007
� � 1.7/8" Florida P.E.#51737
\\111111111//
eTF150 p102)galvanized steel bottom 1/2" �: moo ntso bracket Each bracket attachedNo.5173704 09-2015
with four red 1/4"x 3/4' (.040)50 ksi galvanized steel _ 1* Models:2240,2241,2250,2251,4240,4241,3"strut attached with two 1/4"x 3/4" v BTpTE pF •;r�` 4250,4251,5240,5241,5250,5251AA screws. screws per stile or hinge plate. ��' �'gized steel bottom i�OA; a�oRtpt;•OCrQ� . 9'-0" wide, 183 mph Exposure"B"
Vinyl push nut with fourbracket Eed 1/4ach a x 3/4cket "screws. �� /SS OMfili ��\ See notes for other widths and wind speeds
weatherstrip Optional low head room bottom bracket C.H.I.Drawing: FZ6i-09-01515
Aluminum extrusion P Professional Engineer's seal provided only for verification of windload construction details page_2_of 2
4 1 3 2 1 1