HomeMy WebLinkAboutapproved FL8248_R20_II_1104-327013-P8_s 8 7 6 5 4 3 2 1
NOTES: (UNLESS OTHERWISE SPECIFIED)
1. RATED DESIGN LOAD +46/-52 PSF.
2. SECTION HEIGHTS MAY VARY TO CREATE VARIOUS DOOR HEIGHTS, 20.8" MAXIMUM SECTION HEIGHT.
3. FOAMSTOP OR JAMB SEAL ON ALL JAMBS REQUIRED TO MEET NEGATIVE DESIGN PRESSURES NAILED 6" O.C..
4. TESTED IN ACCORDANCE WITH DADE COUNTY PROTOCOLS TAS 201-94, TAS 202-94, & TAS 203-94.
5. DOOR SKIN MUST BE 25,000 PSI MIN. YIELD STRENGTH. FOAMSTOP/JAMB SEAL. MIN 7/16" THICK, NAILED EVERY 6" ON CENTER.
F 6. JAMB LOAD CALCULATIONS: F
(1/2 DOOR WIDTH)(1 FT OF HEIGHT)(DESIGN PRESSURE)
(4.567)(1 FOOT)(46.00 AND -52.00)(210.082/-237.484) LB.
7. JAMB FASTENER REQUIREMENTS: TO T x 3" R NTH A ATTACHED ATTACHED
X 3" CENTER SOLES
TO THE DOOR WITH ADHESIVE ATTACHED TO THE DOOR WITH DOOR JAMB
FX=(1/2 DOOR WIDTH)(1 FT OF HEIGHT)(DESIGN PRESSURE) AND (4) 8-15X9/16" SCREWS ADHESIVE AND (4) 8-15X9/16"
Fx=237.484 LBS. SCREWS
8. DOOR PAN MATERIAL SHALL BE G-90 GALVANIZED PER ASTM A-525, OR BE GALVANIZED AND PAINTED (BACKED-ON PRIMER AND PAINT) TO BE EQUIVALENT TO G-90 MIN.
9. FOR ANCHORING INTO WOOD,USE ONE 5/16" LAG SCREW PER JAMB BRACKET WITH 1-1/2" EMBEDMENT INTO SOUTHERN PINE (G=0.55) OR BETTER. SECTION A-A
10. APPROVED INSULATED AND NON-INSULATED: 8000 (25GA), 8100 (25GA), 8200 (25GA), 0.0209" MIN STEEL. SCALE 1 12
11. WELD SLOT ON ANGLE AND 3/32" X 1" LONG ON 12" CENTERS. "IF WELDING MOUNTING OPTION IS CHOSEN."
12. LIFT UP MECHANISM-MANUAL, CHAIN LIFT, OR OPERATOR IS NOT PART OF THIS APPROVAL.
13. STANDARD LIFT, HIGH LIFT, VERTICAL LIFT, AND LOW HEADROOM TRACK IS AVAILABLE. FOR LOW HEADROOM LIFT CONDITIONS TOP BRACKET SHALL BE 13 GA LHR 7/4 TOP
E BRACKET WITH A MIN OF (3) 1/4 - 14 X 7/8" SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN ON DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP STEEL SECTION SKIN E
OF LHR TOP BRACKETS. 2" TRACK
14. ATTACH STRUTS WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AT ALL STILE LOCATIONS, TYP. LOCATED WITHIN 6" +/- 3" FROM TOP OF SECTION. ANGLE RETAINER
15. KEY LOCK, SLIDE LOCK, OR DRAWBAR OPERATOR REQUIRED. WEATIIERSEAL
16. IMPACT RESISTANT GLAZING OPTION- IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED INTERMEDIATE SECTION OR TOP SECTION. GLAZING SHALL BE 1/4" POLYCARBONATE. 13-3/4" X (ASTRAGAL)
20-1/8" MAXIMUM SIZE, FASTENED WITH # 8 X 1" SMS: 3X MIN ALONG THE HORIZONTAL AND 2X MIN ALONG THE VERTICAL. SEE DETAIL F-F ON SHEET 2 FOR ASSEMBLY DETAILS.
17. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN SECTION D-D DETAIL B
ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. SCALE 1 4 SCALE 1 : 4
ND BEARING BRACKET, STANDARD LIFT
SHOWN, LOW HEADROOM CLEARANCE
AVAILABLE ( SEE TRACK DETAILS ON SHEET 3)
D
SHAFT TORSION SPRING COUNTERBALANCE D
15 GAUGE 1.00
NON-INSULATION 2.OG 0 D HORIZONTAL TRACK I
I 2.8751 OP flXTURE
18.00 r15MA
8.25
17.125 14.125
LE 2" TRACK
30 GAUGE STEEL COVER SHEET r
OPTIONAL 2 00 P TRACK CLIPS ONLY) 1 OP ONL5" MAX Y)
INSULATION A A( )
3" STRUT, 3"X20GA 1
1
20.80 12" c
C SECTION C-C 1 PCF EXPLANDED POLYSTYRENE (EPS) 1
SCALE 1 4
12" MAX 112"
OPTIONAL GLAZING 1 1 J
MAX 1 WINDOW PER Tl
STAMPED PANEL
SIDE LOCK
12" MAX (ONE ROW ONLY)
JAMB BRACKET
` \1111111I / PLACEMENT VARIES
ON DOOR HEIGHT I 12" MAX END HINGE 12"
```` J. SCA Nz
1 - _+
ROLLER 1
�w �(� 12" MAX END STILE B
e ��` o r E N s,��� � VERTICALS TRACK E � �. QIF
�.
' �� �, I BOTTOM flXTURE
• �, % 10.65 10„
No. 51737 I JAMB BRACKET
*w; •. mom2
STATE OF ;���` 9'0" MAX WIDTH
, OPT `�`` UNLESS OTHERWISE SPECIFIED APPROVALS DATE ayne
///Oj��A LOR,,� A THIRD ANGLE PROJEC110N TOLE RANCES: DRAWN G.CLARK 4-11-19 PENSACOLA, FLORIDA
`7 - �� GV�V � INTERPRETPER ASMEMYI4.SMOLS X = t.t CHECKED D. KORNISH 2-t8-2o Dalton..
AGE DOORS
S/ONAL ``�`` ALL DIMS ARE IN XX = t.03 APPROVED - - DESCRIPTION
A JOHN E. SCATES, PE INCHESXXX = t.010 MATERIAL = 8000/8100/8200 9'0" MAX WIDTH A
ANGULAR 2560 KING ARTHUR BLVD #124-54 = t.5
LEWISVILLE, TX 75056 A DIVISION OF OVERHEAD DO NOT SCALE HOLES: FINISH
FL PE 51737 TX PE 56308/F2203 DOOR CORP DIMS CIRCLED WITH SYMBOL ' < 0.251 =+.004/-.003 WINDLOAD SPECIFICATION SIZE DWG NO. REV
Digitally signed by John E. Scates, P.E. 3395 ADDISON DRIVE ARE CRITICAL TO QUALITY DESIGN 0.251-0.500 =+.006/-.003 OPTION CODE 1104 D D-327013 P-0
Date: 2020.10.08 13:24:02 -05'00' PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA 32514 FEATURES & MUST MEET APPLICABLE > 0.500 =+.008 -.003
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. (850)-474-9890 IN-PROCESS INSPECTION STANDARDS. ALL GEOMETRY GOVERNED BY 3D CAD DATABASE: SCALE 1:12 UOM - EA SHEET 1 OF 4
ENG F.20.041D-(FORM REV A) 7 6 5 • 4 3 2 1
8 7 6 5 4 3 2 1
NOTES: (UNLESS OTHERWISE SPECIFIED) 4" EDGE DISTANCE 3" EDGE DISTANCE
2.75" EDGE DISTANCE
3/8" X 3" LAG SCREW, WITH 1-1/8"
WASHER, MAX OF 24" O.C., MIN
2-3/4" EDGE DISTANC
F 3/8" DIA. SIMPSON TITEN HD FASTENER, MAX. OF F
24" O.C., 2-3/4" MIN EMBED INTO MIN 2500 PSI
2 X 6 #3 SP (G-0.55) CONCRETE, MIN. 3" EDGE DISTANCE
OR BETTER 3/8" DIA. SIMPSON TITEN HD
FASTENER, MAX. OF 18"O.C., 2-3/4"
MIN EMBED INTO MIN. 1500 PSI GROUT
FILLED CMU, MIN 4" EDGE DISTANCE
1-1/8" O.D. WASHE 2 X 6 #3 SP (G=0.55) OR BETTER 1-1/8" O.D. WASHER
WOOD MOUNTED TO #3 SOUTHERN PINE SUBSTRATE
WOOD MOUNTED TO GROUT FILLED WOOD MOUNTED TO 250OPSI
CONCRETE DETAIL
MASONRY BLOCK DETAIL
EDGE DISTANCE
4" EDGE DISTANCE 3 ANCHOR OPTIONS:
1.) 3/8" DIA. SIMPSON TITEN HD FASTENER,
E 2 ANCHOR OPTIONS:
2-3/4" MIN. EMBED INTO MIN 250OPSI CONCRET ,E
2 X 6 #3 SP (G=0.55) 1.)3/8" DIA. SIMPSON TITEN HD FASTENER, 2-3/4" MIN. 3" EDGE DISTANCE
OR BETTER MIN EMBED INTO MIN. 150OPSI GROUT FILLED 2.) 3/8" DIA. HILTI KWIK BOLT 3, EXPANSION
2.75 +1" EDGE DISTANCE 3/32 1-12 CMU, MIN. 4" EDGE DISTANCE ANCHOR,, 2-1/2" MIN. EMBED, MIN. 4" EDGE
DISTANCE
2.) 3/8' DIA. HILTI KWIK BOLT 3, EXPANSION 3.) 3/8" DIA. POWER LOK/BOLT, EXPANSION
MIN 3/16" THICK STEEL ANCHOR, 2-1/2" MIN. EMBED, MIN. 4" EDGE ANCHOR, 1-5/8" MIN. EMBED, MIN 4" EDGE
FOR MOUNTING DISTANCE DISTANCE
5/16" X 1-5/8" LAG SCREW INTO MIN.
2 X 6 #3 SP (G-0.55) OR BETTER. ( SEE
DOOR ELEVATION ON SHEET 1 FOR �13 GA CONT.
HOLE LOCATIONS) 1 '4-20 X 9/16" WALL ANGLE ............. N\4
F2 T ACK BOLT AND TRACK CLIP ANCHOR
1/4-20 HEX NUT OPTIONAL: WALL ANGLE MAY BE
1/4-20 X 9/16" ATTACHED TO SUPPORTING STEEL WITH ANCHOR 1" O.D. WASHER *(SEE DOOR ELEVATION ON SHEET 1
TRACK BOLT AND / A MIN. (1) 1/4-14 X 1" SELF DRILLING FOR HOLE LOCATIONS)
16 GA JAMB BRACKET 1/4-20 HEX NU—/ SCREW WITH 1" O.D. WASHER IN LIEU 1" O.D. WASHER *(SEE DOOR ELEVATION ON SHEET 1
OF WELDING. ( SEE DOOR ELEVATION FOR HOLE LOCATIONS)
ON SHEET 1 FOR HOLE LOCATIONS)
MOUNTING TO WOOD JAMB MOUNTING TO STEEL JAMB MOUNTING TO 250OPSI CONCRETE
D DETAIL DETAIL MOUNTING TO GROUT FILLED MASONRY DETAIL D
BLOCK DETAIL
SECTION E - E
14CA BOTTOM FIXTURE SCALE 1 4
ATTACHED TO SECTION
WITH(4) 1/4-14 X 7/8" SELF
DRILLING CRIMPTITE SCREWS 13GA MIN. WIDE BODY END HINGES.
(10) #8 X 1" #1 END HINGE IS 14GA.
SHEETMETAL SCREW DAYLIGHT OPENING-9 3/4"X15 7/8" 11 FA TOP FIXTURE COMMERCIAL 13GA ROLLER SLIDE ATTACHED TO TOP
O A-FRAME BRACKET FIXTURE WITH 1/4-18 BOLT AND NUT IN CENTER
HINGE ATTACHED WITH
® 0 0�0 o SLOT AND 1/4-20 X 9/16" TRACK BOLT AND (6) 1/4-14 x 7/8"
1/4" POLYCARBONATE 1/4-20 HEX NUT THROUGH ALIGNING HOLES SELF DRILLING CRIMPTITE SCREWS
GLASS BITE 0.5" ® 0 (2) OF WHICH ARE IN-BOARD
EXTERIOR FRAME
INTERIOR FRAME 6063 -T6 ALUMINUM � a � e 7/16" DIA. STEM TOP AND BOTTOM ROLLERS
6063-T6 ALUMINUM
0 °
DOOR SECTION ° ° C
C 140A INTERMEDIATE HINGE
ATTACHED WITH (4) 1/4-14 X 7/8" 0 0 0 °
WINDOW DETAIL SELF DRILLING C IMP ITE SCREWS
DETAIL K DETAIL J DETAIL K
SECTION F - F SCALE 1 4 SCALE 1 4 DETAIL H SCALE 1 : 4
SCALE 1 : 4 SCALE 1 4
OPTIONAL WALL ANGLE TRACK
TRACK
13GA MIN 13GA MIN CONTINUOUS 13GA 13GA MIN CONTINUOUS TRACK
WALL ANGLE TRACK CONTINUOUS TRACK WALL ANGLE
`11I I I I I',///' IVA
WALL ANGLE
O O O
1/4-20 TRACK OR 11 GA MIN TRACK 11 GA MIN TRACK 11 GA MIN TRACK
q`m CARRIAGE BOLT CLIP SEE SCHEDULE CLIP SEE SCHEDULE
``` "` �j• Cjd w /` N WITH 1/4-20 NUT O CLIP SEE SCHEDULE
B ` ♦�. ♦ i // OO 1 4-20 TRACK OR 1/4-20 TRACK OR _ B
`\ O ♦�, ����♦♦♦' ,� CARRAGE BOLT WITH
RR AGE BOLT WITH CARRIAGE BOLT WITH;014-20 NUT 1/4-20 NUT QO 1/4-20 NUT
ftftb No. 51737 16GA STIFFENED RSW
JAMB BRACKET 3/32
(2) 1/4x7/16 SEMI O (2) 1/4-20x9/16 TRACK O 2 O
TUBULAR RIVET BOLT AND 1/4-20 HEX NUT
_::j Ll
.r
� � � TYPICAL TRACK AND JAMB FASTENERS DETAIL
STATE OF /�� TYPICAL TRACK CLIP RIVETING DETAIL TYPICAL TRACK CLIP BOLTING DETAIL TYPICAL TRACK CLIP WELDING DETAIL
.00� �♦ UNLESS OTHERWISE SPECIFIED APPROVALS DATE a ne
♦ ♦ THIRD ANGLE PROJECTION TOLERANCES: DRAWN G.CLARK 4-11-19 y PENSACOLA, FLORIDA
�X O� •�PLORVD, \ INTERPRET DIMS & TOLS Dalton_
�� 0 `\ X = ±.1 CHECKED D. KORNISH 2-18-20 AGE DOORS
PER ASME Y14.5M
S wte �� ALL DIMS ARE IN XX = f.03 APPROVED - - DESCRIPTION
A ///Ij!/�/ONAL ```` JOHN E. SCATES, PE NCHES XXX = ±.010 MATERIAL 8000/8100/8200 9'0" MAX WIDTH A 2560 KING ARTHUR BLVD #124-54 ANGULAR = f.5
LEWISVILLE, TX 75056 A DIVISION OF OVERHEAD DO NOT SCALE HOLES: FINISH
FL PE 51737 TX PE 56308/F2203 DOOR CORP DIMS CIRCLED WITH SYMBOL O < 0.251 -+.004/-.003 WINDLOAD SPECIFICATION SIZE DWG NO. REV
3395 ADDISON DRIVE ARE CRITICAL TO QUALITY DESIGN 0.251-0.500 =+,006/-.003 OPTION CODE 1104
> 0500 =+.008 -.003 D D-327013 P-0
.
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA 32514 FEATURES & MUST MEET APPLICABLE /
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. (850)-474-9890 IN-PROCESS INSPECTION STANDARDS. ALL GEOMETRY GOVERNED BY 3D CAD DATABASE: SCALE 1:12 UOM - EA SHEET 2 OF 4
7 6 5 4 3 2 1
ENG F.20.041D-(FORM REV A)
8 � 6
5 4 NOTES: UNLESS OTHERWISE SPECIFIED) 3 2
CENTER STILE AND INTERMEDIATE HINGE LOCATIONS
o® o
E ® o O .,
0 F
a
DOOR HEIGHT
E
0
LOW HEADROOM
TRACK DETAIL E
(8) SECTION DOORS WITH
9 3" 200A 80 KSI U-BARS
LOCATED AS SHOWN
(7) SECTION DOORS WITH
80
VERTICAL LIFT LOCATEDOGA AS SHOWN u—BARS
TRACK DETAIL
D
(6) SECTION DOORS WITH
® {7) 3" 20GA 80 KSI U-BARS
LOCATED AS SHOWN
0 °
0
(5) SECTION DOORS WITH
(6) 3" 20GA 80 KSI J-BARS
LOCATED AS SHOWN
(4) SECTION DOORS WITH
3"5® LOCATED 20GA
AS SHOWN
I U-BARS
DOOR HEIGHT
c
LIN
c
oQ o@
B �N O^, . E N F
V�• 1 ���� S /� 3" STRUT ATTACHED WITH (2) 1/4-14x7/8"
• � �� SELF DRILLING CRIMPTITE SCREWS AT
• 00
O EACH STILE LOCATION
• � / DOOR HEIGHT B
No. 51737
wooSTANDARD LIFT � °
r
i *
TRACK DETAIL ® O
* r r
r s HIGH LIFT
STATE OF : ` TRACK DETAIL DETAIL O
�'AO ��/`� SCALE 1 : 4 STRUT LOCATIONS
i�j.c�.•.!��ORVD.-'C�`�� SCALE 1 16
UNLESS OTHERWISE SPECIFIED APPROVALS DATE DOOR HEIGHT THIRD ANGLE PROJECTION TOLERANCES: a ne
INTERPRET A DIMS & TOLS DRAWN G.CLARK 4-11-19 y PENSACOLA, FLORIDA
Dalton_
PER ASME Y14.5M X = ±.1 CHECKED D. KORNISH 2-18-2o ARAGE DOORS
A ALL DIMS ARE IN XX = +.03 APPROVED DESCRIPTION
JOHN E. SCATES, PE XXX = ±.010 MATERIAL
2560 KING ARTHUR BLVD #124-54 INCHES ANGULAR = f.5 8000/8100/8200 9'0" MAX WIDTH A
LEWISVILLE, TX 75056 Ll' A DIVISION OF OVERHEAD DO NOT SCALE HOLES: FINISH -
FL PE 51737 TX PE 56308/F2203 DOOR CORP DIMS CIRCLED WITH SYMBOL ' O < 0.251 =+.004/—.003 WINDLOAD SPECIFICATION SIZE DWG NO.3395 ADDISON DRIVE 0.251-0.500 _ REV
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA 32514 ARE CRITICAL TO QUALITY DESIGN > 0.500 +.008/—.003 OPTION CODE 1104 D D-327013
FEATURES & MUST MEET APPLICABLE / P-0
ERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. (850)-474-9890 IN—PROCESS INSPECTION STANDARDS. ALL GEOMETRY GOVERNED BY 3D CAD DATABASE: SCALE 1:12 UOM = EA SHEET 3 OF 4
ENG E.20.041D-(FORM REV BA) 7 6 5
4 3 2
1
8 � 6
5 a 3
2 1
NOTES: UNLESS OTHERWISE SPECIFIED)
1. FOR DIMENSIONS AND NOTE REFERENCES, REFER TO INDIVIDUAL DRAWINGS.
E 6,51 ❑
® LENGTH = DOOR WIDTH —1" E
0 0 0
�a -192
m
2 70- 3-7
R.240 7 4 2.156
0 90 0
1.12 .495
.034 THICK
TOP FIXTURE ASSY. BASE TOP FIXTURE ROLLER CARRIER
11GA 13CA 3" STRUT OPEN WL (UBAR�
E 80 KSI MIN. YEILD STRENGTH, 3" X 20GA
TOP FIXTURE DETAILS E
STRUT DETAILS
1.387 �2.24�
O O�
O 5.561 O O SECURED WITH (4) 605879-0002 SCREWS 1/4-20 X 5/8"
D 1.499 R.238 ° Q ° m
4.00 O
o O o
IVO 1.6251. ° O o 7,3g 2.34 THROW
y 7.38
O O 8 2.5 0 0 0 0 o 0 0 o D
I ,07� : 0
° ° "D" REF. 419
BOTTOM FIXTURE 2.829 L.75 2 829 �75 0 0 0 0 1.00 x .150, THICK
14 GA BRACKET TOP. RES LHR
12 GA 3 29
#1 END HINGE / CENTER HINGES END HINGE
BOTTOM FIXTURE DETAILS 14GA 13GA SIDE LOCK ASSY.
HINGE DETAILS LOCK DETAILS
¢oo
0
2X 0.13 00 0
4.5" REF. O
�� 0.43� 7 REF �4.5" REF. —
` C 1,811 REF.
B `�`` .46� 1.811 REF. 8.07
.46� � o
�` �Q�'v��ENSF•�� ,jam 1 94
74
B
' ROLLER ASSY 2" (STEEL ROLLED ROLLER ASSY 2" (NYLON ROLLERS 2X 0.31 0
No. 51737 s
I .� JAMB BRACKET
anon I
16GA o 0
* �, .,,.
e «0 STATE OF 39
Ly Z. ROLLER STEM ASSY DETAILS
BRACKET DETAILS L4.21 1.52
Ar
FLAG ANGLE
O`,•�,��ORS P ' ` UNLESS OTHERWISE SPECIFIED APPROVALS DATE 3GA
I� Q THIRD ANGLE PROJECTION
'� co'V `� INTERPRET DIMS & TOLS TOLERANCES: ;DRAWN G.CLARK 4-11-19ayne PENSACOLA, FLORIDA
Dalton_8/0 0PER ASME Y14.5M X = ±.1HECKED D. KORNISH2-18-20 ARAGE D ?nALL DIMS ARE IN XX = ±.03 PPROVED DESCRIPTIONRs-
NAL JOHN E. SCATES, PE XXX = ±.010 ATERIAL
2560 KING ARTHUR BLVD #124-54 INCHES ANGULAR = ±.5 8000/8100/8200 9'0" MAX WIDTH A
I LEWISVILLE, TX 75056 A DIVISION OF OVERHEAD DO NOT SCALE HOLES: FINISH —
FL PE 51737 TX PE 56308/F2203 DOOR CORP DIMS CIRCLED WITH SYMBOL ' O < 0.251 =+.004/—.003 WINDLOAD SPECIFICATION SIZE DWG NO. REV
3395 ADDISON DRIVE ARE CRITICAL TO QUALITY DESIGN 0.251-0.500 =F.006/-.003 OPTION CODE 1104
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA 32514 FEATURES & MUST MEET APPLICABLE > 0.500 =+.008/-.003 D D-327013 P-0
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. (850)-474-9890 IN—PROCESS INSPECTION STANDARDS. ALL GEOMETRY GOVERNED BY 3D CAD DATABASE:
BNc F.2o.caiD—(FORM REVBA) 7 s s SCALE 1:12 UOM = EA SHEET 4 OF 4
4 3
2 �