HomeMy WebLinkAboutDrawing7-1/2' X 2-1/47 X 18 GA. - -- PU!
GALV. STEEL CENTER HINGE ' m
W/ (4) 014 X 5/8' SMS
WITHOUT DELRON SLEEVE (SM.) `
'o 7-1/2" X 3' X .071' GALV. STEEL I OQ
END ROLLER HINGE 00
W/ (6) #14 X 5/8' SMS
WITHOUT DELRON SLEEVE
0" WITH DELRON SLEEVE (OPf10NAL) 1 ' p
7-1/2' X 2-1/4' X •.071'
GALV. STEEL CENTER HINGE LOCK
-- -
W/ (4) #14 X 5/8' SMS ?/ DaaR `
WITH DELRON SLEEVE (oPT)(1NAQ7 -
E a1
o H _.
i" W X .15 THK. DITCH ,`
CENTER HINGE 1L STANDARD LOCK `
T SPRING LOADED SLIDE 6OLT (BOTH SIDNk
FASTENED W/ (4) #14 X 1/2• S.M.S. �\
5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS -- T-
.158 DIA BALM. AIRCRAFT"TYPE
CABLE & NICO-PRESS SLELVI: `�� `�` 8
WI WIN. S TO 1 SAFETY FACTOR./ ' � `I'll � , ® `11 A
N X 5-5/8'H' X .090" TFIK.'
STEEL PLATE, 1-3/8' DEEP
WITH (3) 014 X 3/4'
'SELF DRIVING SC&lI'S
BRACKET
SM. LIFT DOOR
TOTAL. f OF
DOOR
f BANS AT
HEIGHT.
..CONSISTS OF...
fACI1 DOOR
S -6'
2 SECTIONS 18
2. 5[ NS 21
-
6 -9'
/ SECNON'18
3'SEORONS 23'
.7'
4 §RC TNS 21'
-. ..
7'-3..
_
_..
7'=6'
5 SECTIONS 18'
= -
4 SF_CTIONS IV
1 SECTION 21'.
.
8'.. .3
-SECTIONS 18'
2.SECBONS 21'
•8'-3''
2`SECTIONSt$'
3. SECTIONS 21''
8'-6''
1�SECTION-T8'
4:SECNONS21".
'
B'-9`
5.SECf10N5-21'
-.
. -1. :
6 SECTIONS 18`
-. .
-1.'{5
SECTIONS.AW
t SECTION. 21':'
9'-6'
4: SECTIONS 1B'.
2, SECTIONS 21.
3 SECTIONS 18'
3 .SECTIONS' 21
'
Ia' .
2 SECTIONS 18'
4 swn2n.21'
10'�3'
1 SECTION 19' -
5 SECTIONS 21'
o'
10'-6'.
BISECTIONS 21'
-
AD '-Gr.
6'SECTIONS, 1B'
1'SEC110N 21'
4 ,
'
17'-
5 SECTIONS 1B"
2 SECOON521':
11`-3'-
4 SECTIONS. 18'
3 sECNONS 21'
11'=6'
3 SECTIONSI5'�
4 SECT{ON531"
'
11•-9'
2 SECTIONS 18'
S sECHONS E.
.
`
.' 12' .
] 3ELTIONSY8'
6 SECTIONS 21'
12'-3".
7 SECTIONS 21"
- ,
12'-6'
6 SECTIONS 18'
2.SECTIONS 21'
.
-.
12 -9
5 SECTIONS 18 -
3' SEcTioN5 21
IS
4 SECTIONS 1B
4 SECTIONS 21
13'-3 '.3
SECTIONS ]a
5 SECTIONS 21
13'-6
2.sEcnoNS 18.
B'SECIONS 21
13'-9''
1. SECTION 1B
T SECf10N5 21'
'
14".
e'SEC00NS 21'
- -
14'-3'
6SEC1fONS 18'.
3 SECTIONS
14'-6'
5 SECTIONS 18'
4'SECHONS 21'
14'-9'
4 SECTIONS 19'
5 SECTI0115 21*
. 15'
3 SECTIONS IS-
6 SECTIONS 21
15 -3'
2 SECTIONS 18'.7
EEIMONS 21
15'-6'
T SECTION ]B'
9 .SECTIONS 21
15'-9'9SECBONS
21`
SEC110fl5 18'
4 SECTIONS 21"
TOP FIXTURE 5-1/2' X 2-3/4' X 0.1'
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH
(6) 114 X 3/4 SELF DRIVING SCREWS
SEE SHEEP 3 FOR..TOP BRACKET OPTIONS
CENTER STILES -
SEE SCH. 'A
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT-
J14 X 3/4' SELF MUM SCREWS
MAY BE USED
tN LIEU OF e14 X 5/8' SMS��
ANY CENTER STILE
%f.�..
9i1iL�__ 11i 111iL� 11l 1 11 111-MM-1 lii00-m-m-1 IIM
L7-7/8' X 3-118' X .010'OPROWLL
VENTS
f
STEEL PLATE
J-,/ :. OPTIONAL FLUSH FACE
(3) 5' WIDE AT 7' O.C. MAX. -' WOOD GRNN DESIGN L,
WITH (4) #14 X 3/4' SOS
OPNG.AREA NOT
y
TQ EXCEED 120 SQ.. IN. .MAX. DOOR. WIDTH, A ..:
CENTER STILE
THIS PRODUCT IS RATED FOR LARGE MISSILE WPACT DOOR TEST®W ACCORDNICE WITH THE REWFOAEMS OF FLORIDA
--
INSIDE ELEVATION
BUMING LY]OE TA5-202. TAS-201 & Trs-203 FOR HVNz AND
OUTSIDE
RAISED PANEL EMBOSSED DOOR
AS1M E7888 OS/ISTN E1995-09.
HANDLE
GENERAL NOTES
END STILE
DAD DOORS INC.
- 1. THIS PRODUCT HAS BEET? DESIGNED AND TESTED TO COMPLY WITH THE
Hurricane Master® Model 824 811
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7DH EDITION) FLORIDA ,
LOCK BAR GUIDES
INSTAJ_LED END ��
Max. Size i6'-2' X 16'-0' High
9
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ).
2.•ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS.:
e
WITH (4) #14 X 5/8' SMS
With Window Life Option
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE _
g
MATERIAL SHALT_ BE BEYOND WALL DRESSING OR STUCCO.
18T X .6W LOCK BAR
DESIGN PRESSURE RATING _ + 36.0 PSF 3. A LOAD DURATION INCREASE IS USED W DMG14 OF ANCHORS, INTO WOOD ONLY.
ENGAGES IN TRACK _
ON EACH SIDE OF DOOR
4, MATERIALS INCLUDING SM NOT LIMITED TO STEEL/METAL SCREWS. THAT
- 4CO PSF
CENTER STILES
COME NTD CONTACF WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
SCHEDULE A' REWREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARD`.
OUTSIDE KEYED LOCK
CENTER STILES CONHGURATiON 5. THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION '.
• OPTIONAL
DOOR WIDTHS
8 OF CENTER STILES
FOR A SITE SPECIFIC PROJECT. i- LIE SAFETY OF THIS PRODUCT, ADEQUACY
LOCK BAR LOCKING SHOWN
®®
ry
;{I pI
e'-a' TO 9'-10'
2
OF STRICTURE RECEIVING 7143 PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC,
- ALTERNATE TO
Ili
10'-0' TO 11'-10`
2
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
SPRING LOADED SLIDE BOLT
12'-0' TO IS-10"
3
AND TO BE REVIEWED BY BUILDING OFFICIAL.
' LOCKS SHOWN ABOVE .87-0' TO 9'-10' I
14'-0" TO 15-10'
4
6. MANUFACTURER'S LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION
• DOOR' WDTHS' -`{
15-71' TO 16'-2'
5
IN ACCORDANCE WITH SECTION 1709.9.3 Of FLORIDA BUILDING CODE '
• LABELING TO COMPLY WITH SECTDN 1709.92
PRODUCT REVISED
� •'•
as complying wAh the Florida
..
-
11
NOA4ng Dodo
Noa No. 20 0901.25
. 10'-0' To it'11
-lO',
14'-O' TO IT-10' L 1
No. 3
• DOOR WIDTHS
.'�
DOOR WIDTHS
_
Expiration Date.07/21/2025
a Sa
�n
0
ODco
m
aco
Nyr
o �pnp.
Zgot
LL -
Om
6o€0'
GOGU �•' drawing no_-
lei
.. A N .055-. X 2-1/4" X 3/4" X 2'
GALV. STEEL U.BAR REINFORGNG TRUSS
O BOTTOM OF; PANEL TRUSS FASTENED TO
VERTGIL turn EOLATE'STLES-W/ TW0
#14 X s/8".s.MS. AND TO END STILE
W/ FOUR '$14 X. 3/4' SELF DRILLING S.
1
o � _
N2 .
U
k z
M W
m� —
3 O.
1ST SECTION (BOTTOM]
I
I
STEEL TRACK BRACKET FASTENED
TO WOOD-:lgMB WITH '
5/16- X 1-5/8- LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
ONE PER BRACKET
SOUTHERN PINE . ^a .
.. 0.55 S. .
1-3/16'
1.9" X 2.19` X 3.3' X.OW
SfE0. TRACK BRACKETS
SEE SHEET 3 FOR SPACING
INTERMEDIATE SECTION
AL STOP MOULDING
OR INSTALLER .
TOP SECTION
._ _. 24 GA STEEL PANEL
_ -
. _ FLAPS .BENT OVER PANEL
,-
N. .
O
•1
:O h m.
F w "
W
N
as 1�
1/2- PUNCHED HOLES
a.
O 0
.AL
.j
ff
.'
i- O.C.
. .10
.' a,
i
a
O.aca.
1
drmt00
K2
I.
PRODUCT REVISED
1
as eomplyLa�'ng with tNe Florida
0.
Building Codes ''^^�
NOA-No. 20-0901.25
N
3/16- POP RNEIS
1 -
Expiration Date 07/�1/2025
(6) FOR 21" STILES
Miam ade Product Control-
i
(5) FOR 18' STILES
_�
ap
vi
-
END STILE
.024' STL PANEL
C
M
x .
_
'
OUTSIDE OF DOO
.T j
8
nL
E�=s
00,0N
� D
P
fyfy
o
J.�
SOLID BRASS DOOR . VIEWER
m
BY 'SCHLAGE SECURITY, HARDWARE'
$ 14 X 5/8" SMS --
6. PER HINGE
3/4' X 2" X 2-1/2" X P049'ANE SiFII
�• � ENO STILE, CONR'EC7 TOPANELSWTIH -
-INSTALLED IN 9/i6' DMA. HOLES IN CENTER STILE
FLAPS AND (5) OR (s) 3/16' ALUM RAIENS
POSITIONED AT EYE LEVEL
1/2' X 1-3/4' X :058' FORMED -STEEL
SEE DETAIL ABOVE
FGLUED TO PANEL ANSECURED To
j
END STILE WITH (4jTI: 3/16' POP RIVETS
ANC{(ORS AT TRACK BRACKET
E5
N ai
;1-7/8- X 2-5/8- X.049- STEEL
.i-CENIEit STILE. GLUED AND RIVETED
EDGE QIA POWER— T 9Y '0EW10Y ..
DISTANCE - N 2 MIN. QABED INTO CONCRETE (3000. PSI MIN.)
n
o Pt
U .-
tff
^t .
PANEL W/ (4) 3/16" RIV 3/16'
' 2 MIN. EDGE DISTANCE -
jj
R}.
X 5/8- S.AA.S_
i/B' pIA r. accyc 8Y 'HI Ti
4y
q
33 `if1e
1�
It
.:$,14
} 4/.HINGE:- -.
6 B) 1-1/4' MIN.-EMBEO INTO CONCRETE OR WED BLOCK:
o
_
i il>
>.:
'. f.... ..., t.
.... -. ..
\
2 1/4' MIN. EDGE DISTANCE INTO CONCRETE'
t
1 4" MIN. EDGE DISTANCE IRTO.FILLED BLOCK-
-
CONCRETE T'c = 3000 PSI MIN.
c m
C-90 GROUT FILLED BLOCK f'm = 2000 PSI NUN.
c
ro
3:')
x
ANCHOR TYPE A OR B -�
1 , t
-�
(1) PER BRACKET
SEE SHEET 3 FOR BRACKET SPACINGlFJ9''/
s
- -
7-1/2" x .D50 INTERIOR SIDE
7-112- X .D71-
STEEL TRACK GALV. STEEL. -
C�14TER �
END ROLLER HINGE
14 GA. X 2-1/8' X 1" (STANDARD)
1.82" DIA x .su' STEEL ROL
12 GA X 3-5/IB' % 1—i/Y (OPTIONAL) 7/8' PUSHNUT,
FAS'IEN(D TO TRACK PLATES INSTALLED ON ROLLER SHAFT
W/ 1/4-20 X 5/8" TRUSS HD.
SLOTTED Ms.. R LOCK NUT SECTION B—B
1.82- DV1. X .50'-NYLON ROLLERS
2.75" DNA. X .W STEEL ROLLERS
2.75' DLA: X .50" NYLON ROLLERS
SS BOLTtoo
oB
i4Q
POP RIVETS 1-1/2- X 1/Y X �' HOWE ANGLE
5/16- X 1-5/8- LAG SCREWS INTO WOOD OR - HORIZ. TRACK SUPPORT, FOR DOOR.H KrS UPTO 8 FT
B.5/16' SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS
f` I 2-3/4` % 5-7/2"X 3` X .104` WITHOUT INSULATION OR WINDOWS, N
GALV. STEF1 WITH 1-1/4 EMBED INTO MASONRY agjjEEDING 8 FT. IN H 2- X 2- X 1/8` HORIZ. ANGLE
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET- tl A FOR DOOR :HEIGHTS. ABOVE 8 FT,
FASTENED W/ (6) R 14 X 5 8S.M.& _ - 1T - DOORS WITH INSULATION OR WINDOWS % m
SPOT -YIELDED TO HORIZ. TRACK-
2'
14 CA GALV. STEEL ADJUSTA(iLE -.�_.
2-1/2- X 4-1/4- X 13 Gl STEEL PLATES - WITH N/O�WELDS AT 1-1/APART q p
_ SUDE FASTENED TO BRACKET N:
W/ 5/16-18 X 3/4' HEX HEAD WELDED TO 1-1/2- X (-1/2- )t 14 GA ANGLE A ` J CONNECIEO TO OFIAG BRACKET M1GLE f Z N.
M. SCREWS'& NUTS- FASTENED TO TRACK
WITH (4) 1/4-20 SS. -BOLT & NUTS - W/ 3/8-t6 X 3/$ BOLT & NUT.
TOP BRACKET - - HORIZ.: TRACK LENGTH• OPENWG.HEIGHT PLUS 12 AND TO SPRING SHAFT GUIDE WRH - � s N ♦' a'
(STANDARD) TOP BRACKET .. (2) 1/4=20 X 5/8` BOLT, NUT wj IONuu �aI
(OPTIONAL} -
LOW HEADROOM DOOR - - O ti N n .
ET.14 GA GALV. STEEL TRACK - ~ .
HORIZONTAL REINFORCEMENT - 0 cot
1/2" X 1-3/4' X .o58' FORMED STEEL ..- .. VERTICAL TRACK J7'p It O c g
GLUED TO PANEL AND FASTENED TO 2-t/6' X i" % .080-
VEROCAL STILES WITH 2` X 5-1/2' X AG4' O b& . .
(2) 3/16- POP RIVETS GALV. STEEL - SECTI - � qC Z ro .
_ FAST84EO W/ C4) {� 14 X 5/8` S.MS. - W p.
ON A A
TOP ROLLER BRACKET FOR
.. HORIZONTAL REINFORCEMENT
HEADROOM_. DOOR OPTION
1/2X 1-3/4` X .058- FORMED STEEL.
GLUED.TO PANEL AND FASTENED TO �. L -
� VERTICAL STILES WITH .
(2) 3/16- POP RIVETS 9
5/16' MEETING RIB '
PLASTIC/STEEL ROOTERS
® 1;82' DiA X .50- � I`
20 a
SZmYY11
Q WOI�!•
T.
o
U' N
..-. - W/ 144 DUL X 4-1/4- STEM ..0 w ' FOR ONS ARE NUMBEREDBSTAR STARTING AT THE BOTTOM BRACKETS C O CO
• SECTIO ,
DOORS MORE THAN FT. -HIGH. 115E ADDITIONAL TRACK AT 10` O.C.
n M 4
OPTIUWLL INSULATIONS: w
BY eCr ppOU u:iS t o m (p
ISO-25 POLY-G=ANURATE I - .STEEL TRACK BRACKETS CLLHIGH .
0
a DENSITY 20 PCF �R CONNECTED TO TRACK WITH ..-: 8 'V rn cm'i N.OA #17-1207.04 ^
... OR f- ) 1/4' BOLTS & NUTS.
BY 'CELLOFOAM NOTION AMERICIi _ ro� . . - 0 0 N
- DENSITY m 1.03 PCF m;f p Z
N-OA $15-1203.04 . '1 �� 0 N. o 0
OR im 1. m 03 0
BY '14SULFOAM LLC' f
DENSITY - 0.92 PCF N Q N
N.O.A. 019-0129.06 ~
. f
14 G4.GALV. STEEL I I.
F. ..�, Q �.
I.ROLLER HINGES FASTENED I
W/ (6) 8 14 X 5/8' SMS
- m o
MIN. 024` ROLL FORMED STEEL PANEL
DRAWING QUALITY 6-40
MIN_ YIELD STRENGTH - 39 KSI
PL1YS�R PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
DOOR
• SECTION HEIGHTS
BRACKET PLACD4ENTS .
HEIGHT
lST
2ND
3RD
4TH
5THI
01
1 B2
B3
84
85
B6
97,
88
6'-O'
N/A
1- TO 2.
11-3/4"
23'
34'
45'
6•-6'
21'
78`
18'
21`
N/A
1' TO 2
11-3/4-
23'
34-.-
46'-
7'-0`
N/A
7' TO 2'
11-3/4`
23`
34-
45-
56-
67'
T-6'
18-
18'
18'
18-.
18'
1' TO 2'
11-3/4'
23'
34"
45-
56'
67'
7B71.
21-
i' TO 2'
11-3/4-
25'
34'
45'
56'
67'
78 1/4'
-
c-oVERTICAL
LIFE HiGH
LIFT STANDARD LIFT LOW HEADROOM
mDOUBLE
M
r"'
TRACKo12
`7 '
GA GAW. STEEL
BOTTOM BRACKET FASTENED
W/ (4) B 14 X 5/8--SINS
AVAILABLE
TRACK QFTIONS 111111�
- ��.♦
♦♦♦♦♦♦��_ '�rp'Y7��Zi.
i
PRODUCT REVISED
"
DDO BOTTOM SEAL OPTIONS
as complying with the Florida
Building Coda
,;• - ��.
I
;;
SEE SHEET 5
NDA-No. 20-0901.25
Ina, �'..
--
drawmgo no..
" Expiration Date 07/21/2025
.. �� =,
'
�® STA l{j♦:
SECTION A -A
SEE SHEET 2 FOR LOCATION
NBaml-Da duet Control
•,
A �
�s7� 3 /�10Jn0�
02-21.
OF REINFORCING TRUSSES
1-1/2' MIN.
J
DLL. LAG SCREWS 28Y
AT 6',FZ?OM. ENDS WOOD
AND 1S' O,R, MAX.
pX I -
SELF DRILLING SCREWS
OR
3/16• 'RIVER' STEEL RIVETS
o MULDGRIP W/ DOME HEAD
AT 48' O.C.
REINFORCEMENT
1/2' X 1-3/4' X
1/4' D14. LAG SCREWS FORMED STEEL O
AT 6" FROM ENDS
TAND 15' O.C. MAIL
()IMN 'A' OPTION 'B'
WOOD BUCK CONNECTION 70 WQOD SUBSTRATE (WGOD SPECIFIC GRAVITY SG-055 MIN.)
THE INSTALLATION METHODS SHOWN,ABOVE SNOWS 2X6 SYP WOOD BUCK ATTACHM
TO WOOD STRUUCTURE& IF THIMMETHODS ARE FOLLOWED NO ADDITIONAL CALCwnnONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALt411ON MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. .
-- - 5/16• % 1-5/8-
LAG SCREWS
AT 127.O.C.
REINFORCES
1/2' X 1-3/4' k ,OW
4� V
'
FORMED STEEL'
w -
i8 X ]'
DRILLING SCREWS
'Z q S
N
o0
OSELF
3/16' 'RIVIX'- STEEL. RIVETS
MULTIGRIP W/ DOME
FF h
O Z
$
HEAD
AT 48 aC.
wSm,P LUMPIER_
ALUMINUM
WSIRIP ADAPTER
� SIEFL
RUBBER W'SLiOPPING.
MWER W STRIPPING
.050
•534
.700
ROTiOM SEAL.OPiIONS
STEEL STRUCTURE BY OTHERS .
MUST SUPPORT THE LOADS. IMPOSED BY DOOR SYSTEM -
5/16' DIA:•.,BOLIS
WITH WASHIR'& NUT
ff M. :l • r 1•z a Lem,� o)I
CONCRETE rc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm - 20M PSI MIN.
�0
IL
vi
11.
O DOn
Oac<
�¢Z3
Om
co
[O �.
W
C O ._
M
c �
CL M
.�3
E-c m
'�
. .,2.....
O
81n'po .
_.3"..
O3
PRESSURE TREATED 2X6 SYP WOOD JAA BS WHICH SEND_ DE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH $
1/4' ULTRACON+ BY-DEWALr WITH SPACING OF 1i
12' O.C. INTO GROUT FRIED BLOCK WALL, -WITH 2-1/4' MIN. EMBED .. - 8 0
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4- MIN. BASED i' I l ' t.
1-1/4' X 2-1/2' % 14 CAL o
/ 1-1/2• 1-1/2" c0 sIEEL.ANGIE T-1/2' o a z
2-1/2' MIN. EDGE DISTANCE - �..' -' _� g ,�
1/4' TAPPER BY 'OEWALT' WITH SPACING OF 1F1AT�lTRACKE75 33' LONG o z n
I I" O.C. INTO GROUT FILLED BLOCK WALL. WITH 1-1/2' MIN. EMBED 1/16' X 2 1/2 2-1 B' GALV. STEEL X 1' X 14 GA €�
AT 12' O.C. IN DOOR OPNG. / o
13' IN. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED FILLET yja05 FALV. STEEL TRACK S `� �
3' MIN. EDGE DISTANCE - AT NE O.C. ABOVE BOOR OPNG. FASTENED TO 'TRACK PLATES ..
_ AT 12' O.C, MAX. CONNECTED TO CONT. ANGLE W T (2 1 4-20%5/8' TRUSS HD yy
3/8' CONFLE% BY 'ELCO' OR ' W/ (3) SPOT WELDS AT EACH SIDE S G.S. & LOCK NUT 1
3/8' LOFT BY THW WITH OR
OF cat +=- a
23' O.a INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED CONTINUOUS Au c ACKCONTINUOUS ANGLE TRACK
3' MN. EDGE DISTANCE TO- Wn00: BUCK TO STEEL TO CONCRETE AND FILLED BLOCK °3 .. �' "� ?I
3/8' HLC SLEEVE T4Y 'HILT- WITH SPACING OF
10' O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4' MIN. EMBED, 4' MIN. EDGE DIST., PSI CONCRETE. 5D.C. DWITH 1-1/4' MIN. EMBED AND ALTER1NATE TRACK INSTALLATION TtL1tLI1!�!
21/2MM..EDGEOLSTPNCE �..
�.b%% I
PR OE -AM BY QTFTERSPRODUCT REVISED ♦♦� _/,wi �.
FOR NEW CONSTRUCTIONENGINEEROF RECORD OR, ARCHITECT TO VEWY as complying with the a Florida a e rlorlil = ,r u 1_ D.
Building Gods i V L LY
ADEQUACY OF SUPPORTNG STRUCTURE TO SUPPORT LOADS IMPOSED NOf4No, 20-0901.25
BY DOOR SYSTEM. Expiration Data 07/21/2025 -
FOR DOOR REPLACEMENT N RETROtTT [iURDRi(i5 WITH NO ENGINEER OF
RECORD. DOOR.NSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFRGIAL UPON INSPECTION. y :••�, 9..
drnwm no `
• MD t-0ada Praduet Control i. ♦ ,
MAXIMUM E%TER1ORi+) TOAD PER JAMB = (16.1s' x 62 PSF�1z a 291 Lb. per FL 'm _ i�Sa$lo����:�♦•
MA10M1n1 INM3.R(-). LOAD PER JAMB = (I PA6' X.44 PST)/2 ='355.5 ihs Per Fi !-f Ti Iin� A� !sheet
DOOR PANEL
24 GA' (G24) STEEL MIN.
7/16' M WASHER
98-X 3/4' SMS
(yqJ)
® 3/8' FROM ENDS
I i j I
t
t i
AND 7' O.G MAX.
1
(4) #8 X 3/4SMS
1111!
® 1-3/8' FROM ENDS
Ifi
t
` AND 6-1/2' O.C. MAX.
r i�i
t
1111
.175 X .062 DEEP
P.Q .
j .I 1/4 -TUFFAK' POLYCAR80NATE SKET
t _1.fi E1Y PIASKOLRE�
t t NO 018-0918.06
fli
� .. � fnj
= AO
iR
3 FWF
l o 6 W 111I
TT,- 1
1'I
1
1 I
175 X _062 DEEP
GROOVE
�
1
i
I
l j l
, 1
f (4) -18 X 3/4' SMS
I
ij!
1 0 1-3/8' FROM ENDS
,
AND 6-1/0 O.C. MAX.
#8 X 3/4" SMS
0 3,W FROM ENDS
\ AND 7'. D.C. MAX
`7/I6' Dlk WASHER
DOOR PANEL
24 GA, �(.024) STEEL MIN.
21
d8 X 3/4'�SMS
ds 3/8' FROM ENDS
AND 4-1/2" O.C..1dAX..1
DOOR PANEL
g4 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
0F q� W
..
1.765 1.725 Q S..
Mor W
voW�
I 0noo�
ai 2i'.
N OQ'02LL e .
LLz1n_0
J ZQZ te.� .1
m
1
n
N M
� M 4
O Q ,✓•
cnr
o U 01 w
1
Y L3.1, N
0 ozU
in
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS as complying with the Florida
ding
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR .SECTION No A. Code
hloa. 20-0901.25
175 X .062 DEEP ExpirationDate07/21/2025
GROOVE 1r
er .Isle-`",'
- Finami-Dade Product Control
EXTERIOR ' � '
e_
0.4..OPG.'- _ _- ��Q�.. •`
drawing no..
02-21
ENDOW WIDTH
. 7jFF17n11q\\
sheet 5of. 5.