HomeMy WebLinkAboutFL8248_R13_II_1143-327023-P5_sNOTES:
1. IMPACT RESISTANT GLAZING OPTION- IMPACT
RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP
OR INTERMEDIATE SECTION (WITH OR WITHOUT
DECORATIVE INSERTS). GLAZING SHALL BE 1/4"
POLYCARBONATE. MAXIMUM GLAZING DIMENSIONS SHALL
BE 11" x 17" CUTOUT, FASTENED WITH #8 X 1" SMS:
3X ALONG THE HORIZONTAL AND 2X ALONG THE
VERTICAL. SEE DETAIL J ON SHEET 2 FOR ASSEMBLY
DETAILS.
2. NON -IMPACT REISTANT GLAZING OPTION - .090"
MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED
TOGETHER WITH A MINIMUM OF (10) #8x1" SCREWS
INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR
WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC
WIND PRESSURES SHOWN ON THIS DRAWING. GLAZING
SHALL HAVE A MAXIMUM HEIGHT OF 10.69" AND A
MAXIMUM LENGTH OF 16.94". GLAZING IS NOT IMPACT
RESISTANT AND DOES NOT MEET THE REQUIREMENTS
FOR WIND-BORNE DEBRIS REGIONS.
3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF
6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF
PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES.
4. KEY LOCK OR SLIDE LOCKS REQUIRED.
5. LOUVER OPTION - .040" MINIMUM LOUVERS IN
MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM
OF (10) #8x1" SCREWS INSTALLED IN THE BOTTOM
SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO
NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS
REGIONS.
6. SECTION STEEL TO HAVE A MINIMUM 26 GA
THICKNESS.
7. THE DESIGN OF THE SUPPORTING STRUCTURAL
ELEMENTS SHALL BE THE RESPONSIBILITY OF THE
PROFESSIONAL OF RECORD FOR THE BUILDING OR
STRUCTURE AND IN ACCORDANCE WITH CURRENT
BUILDING CODES FOR THE LOADS LISTED ON THIS
DRAWING.
8. DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL GRADE
LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT
FOR ATTACHMENT TO SUPPORTING STRUCTURE.
9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP
BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET
WITH A MINIMUM OF (3) 1/4-14x7/8" SELF DRILLING
CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN ON
THIS DRAWING. U -BAR ON TOP SECTION SHALL BE
INSTALLED ON TOP OF LHR TOP BRACKETS.
13 GA HORIZ ANGLE
13 GA FLAG ANGLE
16 GA MIN HORIZ
TRACK
5/16x1-5/8"
LAG SCREW (MIN 3
AS SHOWN)
(4) 1/4-20x9/16" LARGE
HEAD TRACK BOLTS OR
1/4-20 STUDS WITH
1/4-20 HEX NUTS
16 GA MIN VERT
TRACK
1/4-20x9/16" TRACK
BOLT AND 1/4-20 HEX
NUT AT EACH JB -US
JAMB BRACKET LOCATION
5/16x1-5/8" LAG
SCREW AT EACH
JAMB BRACKET
15 GA STIFFENED
JAMB BRACKETS
SEE SCHELDULE FOR
QUANITY, LOCATION,
AND TYPE
KEY LOCK OR SLIDE LOCK
EACH END (SEE NOTE 4).
SLIDE LOCK SHOWN FOR
CLARITY
SUPERIMPOSED DESIGN PRESSURE
LOADS
ON SUPPORTING
STRUCTURE
MAX
MAX
UNIFORM
POINT LOAD AT HEADER AND
DOOR
DOOR
LOAD EACH
SLAB AT EACH POST
WIDTH
HEIGHT
JAMB (PLF)
LOCATION (LBS)
7'-0
+147.7/-164.4
+933.6/-1039.4
15'-0"
8'-0"
+147.7/-164.4
+1060.9/-1181.2
QI
7'-0
+135.0/-150.3
+1028.4/-1145.0
16'-0"
8'-0"
+135.0/-150.3
+1168.6/-1301.1
7'-6"
7'-0
+138.7/-154.4
+1127.3/-1255.1
17'-0"
8'-0"
+138.7/-154.4
+1281.0/-1426.2
5
7'-0"
+142.7/-158.8
+1224.2/-1363.0
18'-0"
8'-0"
+142.7/-158.8
+1391.1/-1548.8
UCE/V5,�•,?p� �s
NO. 7794
e 5 _
sPArE of ��„
�WAYNE J. KORNISH, PE
4576 COUNTY ROAD 160
MOUNT HOPE, OHIO
FL PE 77945
TX PE 117868
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS.
NOTE: (4) SECTION `.
DOOR SHOWN. SEE SH
2 FOR U -BAR LOCATIO
ON DOORS WITH OTHER
SECTION QUANTITIES Al'
SEE NOTES 1 AND 2 T1
SHEET FOR GLAZING
OPTIONS.
..........
DOORS..
NOTE:
(JB -US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT.
(QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK.
ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS.
DIVISION OF OVERHEAD DOOR COR
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
REVISIONS
1 MODIFIED NOTES TO
TATE THAT LOUVERS
RE NOT IMPACT
ESI STANT.
RT 6/29/07
2 MODIFIED JAMB
RACKET SCHEDULE
LLOWING REPLACEMENT
F QI WITH JB -US.
EMOVED CONCRETE
PECIFICATION FROM
OTES AND ADDED
ETAIL H SHEET 2 FOR
ONCRETE SPECIFICATION.
DDED IMPACT
ESISTANCE TO DOOR.
DDED MAX GLAZING
IMENSION TO NOTES
HEET 1. ADDED TRACK
D FLAG CONNECTION
OTE. MODIFIED
UPERIMPOSED DESIGN
RESSURE LOAD CHART.
RT 11/10/07
P3 MODIFIED LOUVER
OPTION. ADDED TEXAS
LICENSE NUMBER TO
TITLE BLOCK. ADDED
IMPACT RESISTANT
GLAZING.
GRT 9/19/08
4 UPDATED TITLE BLOCK
ND IMPACT GLAZING
RT 4/16/12
5 UPDATED TITLE BLOCK
SC 10/3/17
STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A
DESIGN (PSF): +34.40/-38.30 MAX WIDTH: 18'-0" DATE NAME
TEST (PSF): +51.60/-57.45 MAX HEIGHT: 8'-0" DRAWN 5/23/06 GRT
IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MRB
MODELS 8000/8100 SHEET 1 of 2
DRAWING PART NO. I REV.
WINDLOAD SPECIFICATION OPTION CODE 1143 1 327023 1 P5
JAMB BRACKET SCHEDULE
DOOR N0. OF NO. OF JAMB
BRACKETS
HEIGHT SECTIONS
(EACH JAMB)
TRACK
TYPE
LOCATION OF CENTERLINE OF JAMB
BRACKETS MEASURED FROM BOTTOM
OF TRACK (ALL DIMENSIONS f 2")
6'-6"
4
4
QI
4" (QI), 34" (JB -US), 44" (QI), 56" (JB -US)
6'-6"
4
4
FAT
0" (JB -US), 25-3/4" (JB -US), 39" (JB -US), 57-1/4" (JB -US)
7'-0"
4
4
QI
4" (QI), 29-1/2" (JB -US), 44" (QI), 63-1/4" (JB -US)
7'-0"
4
4
FAT
0" (JB -US), 29-3/4" (JB -US), 42" (JB -US), 63-1/4" (JB -US)
7'-6"
5
5
QI
4" (QI), 28-1/2" (JB -US), 43" (01), 62-1/2" (QI), 72" (JB -US)
7'-6"
5
5
FAT
0" (JB -US), 26-3/4" (JB -US), 45" (JB -US), 63" (JB -US), 74-1/2" (JB -US)
8'-0"
5
5
QI
4" (QI), 34" (JB -US), 46" (QI), 58" (JB -US), 66-1/2" (QI)
8'-0"
5
5
FAT
0" (JB -US), 29-3/4" (JB -US), 48" (JB -US), 57-1/2" (JB -US), 77-1/2" (JB -US)
> 8'-O"j
SEE NOTE BELOW
NOTE:
(JB -US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT.
(QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK.
ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS.
DIVISION OF OVERHEAD DOOR COR
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
REVISIONS
1 MODIFIED NOTES TO
TATE THAT LOUVERS
RE NOT IMPACT
ESI STANT.
RT 6/29/07
2 MODIFIED JAMB
RACKET SCHEDULE
LLOWING REPLACEMENT
F QI WITH JB -US.
EMOVED CONCRETE
PECIFICATION FROM
OTES AND ADDED
ETAIL H SHEET 2 FOR
ONCRETE SPECIFICATION.
DDED IMPACT
ESISTANCE TO DOOR.
DDED MAX GLAZING
IMENSION TO NOTES
HEET 1. ADDED TRACK
D FLAG CONNECTION
OTE. MODIFIED
UPERIMPOSED DESIGN
RESSURE LOAD CHART.
RT 11/10/07
P3 MODIFIED LOUVER
OPTION. ADDED TEXAS
LICENSE NUMBER TO
TITLE BLOCK. ADDED
IMPACT RESISTANT
GLAZING.
GRT 9/19/08
4 UPDATED TITLE BLOCK
ND IMPACT GLAZING
RT 4/16/12
5 UPDATED TITLE BLOCK
SC 10/3/17
STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A
DESIGN (PSF): +34.40/-38.30 MAX WIDTH: 18'-0" DATE NAME
TEST (PSF): +51.60/-57.45 MAX HEIGHT: 8'-0" DRAWN 5/23/06 GRT
IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MRB
MODELS 8000/8100 SHEET 1 of 2
DRAWING PART NO. I REV.
WINDLOAD SPECIFICATION OPTION CODE 1143 1 327023 1 P5
13 GA ROLLER SLIDE ATTACHED TO
BRACKET WITH 5/16-18 BOLT & NUT
IN CENTER SLOT AND 1/4-20x9/16"
TRACK BOLT & 1/4-20 HEX NUT
THROUGH ANY TWO ALIGNING HOLES
13 GA COMMERCIAL 'A' FRAME
TOP BRACKET ATTACHED WITH
(4) 1/4-14x7/8" SELF
DRILLING CRIMPTITE SCREWS
ADD (2) 1/4-14x7/8"
SELF DRILLING CRIMPTITE SCREWS
(INSIDE OF EACH END HINGE)-------____
2" NYLON STORMGARD ROLLER
WITH 4-1/2" STEM I(
14 GA WIDE BODY END
HINGE ATTACHED WITH
(4) 1/4-14x5/8" SELF
TAPPING SCREWS
18 GA NARROW B(
INTERMEDIATE HIN(
ATTACHED WITH (I
1/4-14x5/8" SELF
TAPPING SCREWS
0
0
DETAIL A
DETAIL B
CENTER SI7LE, INTERMEDIATE HINGE, & POST LOCA PONS
18'
17'
16'
`® 15' -
14 GA BOTTOM BRACKET
STATIC PRESSURE RATINGS
ATTACHED WITH (2)
DETAIL C
1/4-14x7/8" SELF DRILLING
u
CRIMPTITE SCREWS THROUGH
(7) 3" 20 GA 80 KSI U -BARS
MAX HEIGHT: 8'-0" DRAWN 5/23/06 GRT
STRUT AND BOTTOM BRACKET
LOCATED AS SHOWN
Daltom
AND (1) 1/4-14x5/8" SELF
MODELS 8000/8100
SHEET 2 OF 2
DRILLING TAMPER RESISTANT
DRAWING PART NO.
327023
o
SCREW
WI NDLOAD SPECIFICATION OPTION CODE 1143
/
DETAIL D
HEADER /
\ TOP PLATE
EXTENSION
HEADER LOCK
TOP LOCK
BRACKET
PLATE
(4) 5/16x1-5/8"
LOCATED AS SHOWN
/
LAG SCREWS
DETAIL H SHEET 2 FOR
C
CONCRETE SPECIFICATION.
5/16-18x2-1/2"
HEX BOLT & NUT
•o'
DETAIL E
N° 77945 tl7
®•� • STATE O�`17• \
o •, v
��lltllll��
DWAYNE J. KORNISH, PE
4576 COUNTY ROAD 160
MOUNT HOPE, OHIO
FL PE 77945
TX PE 117868
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS.
18 GA CE
(2) 5/16
WASHERS
(2) 5/16 -
DRILLING
HITCH PIN
(4) 5/16-12x1" NO. 2 HALF HINGE
SELF DRILLING ALIGN BOTTOM OF
SCREWS HINGE WITH TOP
OF THE U -BAR
INNER (4) 1/4-14x7/8"
POST SELF DRILLING
CRIMPTITE SCREWS----
HITCH
CREWSHITCH PIN--�
(2) 5/16-12x1"
SELF DRILLING
SCREWS W/ 5/166
FLAT WASHERS
BOTTOM BRACKET -�
(4) 5/16-12x1" SELF
DRILLING SCREWS
DETAIL F
DETAIL G
(4) 1/4-14x5/8"
SELF TAPPING
SCREWS
LOCKING
STRAP
POST
POST
LOCKING EXTERI(
STRAP FRAME
I
�1/2-13x3-1/2"
HEX BOLT
1/2-13 HEX NUT
U -BAR LOCA 77ONS
STATIC PRESSURE RATINGS
REVISIONS
P1 MODIFIED NOTES TO
(5) SECTION DOORS WITH
STATE THAT LOUVERS
(7) 3" 20 GA 80 KSI U -BARS
MAX HEIGHT: 8'-0" DRAWN 5/23/06 GRT
ARE NOT IMPACT
LOCATED AS SHOWN
Daltom
RESISTANT.
MODELS 8000/8100
SHEET 2 OF 2
GRT 6/29/07
DRAWING PART NO.
327023
o
P2 MODIFIED JAMB
WI NDLOAD SPECIFICATION OPTION CODE 1143
BRACKET SCHEDULE
ALLOWING REPLACEMENT
OF OI WITH JB -US.
(4) SECTION DOORS WITH
REMOVED CONCRETE
(5) 3" 20 GA 80 KSI U -BARS
SPECIFICATION FROM
LOCATED AS SHOWN
NOTES AND ADDED
DETAIL H SHEET 2 FOR
C
CONCRETE SPECIFICATION.
ADDED IMPACT
°
RESISTANCE TO DOOR.
ADDED MAX GLAZING
DIMENSION TO NOTES
SHEET 1. ADDED TRACK
\
TO FLAG CONNECTION
NOTE. MODIFIED
SUPERIMPOSED DESIGN
0
o
PRESSURE LOAD CHART.
'�Dp D
GRT 11/10/07
ATTACH U -BAR WITH
(2) 1/4-140/8" SELF ID
P3 MODIFIED LOUVER
DRILLING CRIMPTITE SCREWS
OPTION. ADDED TEXAS
AT EACH STILE LOCATION, TYP.
LICENSE NUMBER TO
TITLE BLOCK. ADDED
IMPACT RESISTANT
L6ID
GLAZING.
0o
GRT 9/19/08
P4 UPDATED TITLE BLOCK
AND IMPACT GLAZING
GRT 4/16/12
P5 UPDATED TITLE BLOCK
"Sc 10/3/17
2500 PSI MIN /
CONCRETE ------.4_
8" X 8" MIN
TURNDOWN SLAB
AT EDGE
0 0
JA
6
8" MIN /
EDGE
DISTANCE /
DETAIL H
DETAIL J
►��i:LL9GiiGL'lul
/4" POLYCARBONATE
W a yn e
STATIC PRESSURE RATINGS
APPROVED SIZES SCALE: N.T.S. SIZE: A
DESIGN (PSF): +34.40/-38.30
MAX WIDTH: 18'-0" DATE NAME
TEST (PSF): +51.60/-57.45
MAX HEIGHT: 8'-0" DRAWN 5/23/06 GRT
IMPACT/CYCLIC RATED (YES/NO): YES
MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MRB
Daltom
GARAGE DOORS
MODELS 8000/8100
SHEET 2 OF 2
DRAWING PART NO.
327023
REV.
P5
DIVISION OF OVERHEAD DOOR CORP
3395 ADDISON
PENSACOLA, FLORIDA 1VE 32514
(850) 474-9890
WI NDLOAD SPECIFICATION OPTION CODE 1143