HomeMy WebLinkAboutBUILDING PLANSD
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CLOPAY MODELS 84A, 94: 98, H94 _.DETNL'D'
IDEAL MODELS 4F, 4RST, H4ST
II
OLMES MODEL 48, 48B
NUMBER - -
61)00RGHT Of �ftt° ' -
SECTIONS• ,, _
4vr� c _ -
' "'b" cskg- - - - -
27" 7 - - -
4"O' 8 I CC2 FnSoe-
2
I
1
DETAIL 'D' , _ _ FAGE 1 OF
3 REV{
13�
BATE
OCUP
T
1 1 /30/07
HOLh4ES
NOW AVAIL UP
TOO 1
CPT*ti O_CCRAWC �'/ '� N0.TPµAP35E HIGH SOND TWE
% (aErxErn FPAt+E »+o Fw Q.
, • 14
07/07/08
MAX HT
,.
INCRE SED TO
16'
svw-Iv wsrRT,
CKIOVL "EC:?QNE FROM
1 FAVDE.
15
08/08/08
ADDED
48B.
16
i2/15/11
REb'ISED
WIND SPEEDS
FOR :
O.iaE� ,r �- GE ssGs:GDAc sTRDETDzu
s[roNE sEFrun.
(PACT RESISTFM
O%E-FIECE IWEMION LPLY.Y .fuE RUM4:R rAAEKG TO I.ARE Wr.
RQD C CE LEMv ,; 10) }E . 314- PAL! HCAO NADHNE SCREWS.
5L%2432T FRONT
FPFRE 6 GIA711C.
10
• smnv uE outR W 12.-.c --"' - `-" --- -- — -- — - --' -1-PG END -STILE -CO NFIGURA71CN:'(SEE ILLUSTRATION BELOW) _
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ////��16 GA. GALVANIZED i-PC DOUBLE END STILES ATTACHED TO DOOR N SKIVATH-PATENTED-TOG=L-LOC-SYSTEAI,-(2)-A7-TOP-INS:OE..(2)_BOTJOM-.INSiDE_(4) ALONG -,
ATTACHED W'/ PATENTED TOG-L-LOC SYSTEM (TOP & BOT) / OUTSIDE EDGE OF 18" SECTIONS & 16) ALONG OUTSIDE EDGE OF 21" SECTIONS. -
AND URETHANE ADHESIVE (ALONG CENTER). / ALTERNATE 2-PC END S711 E CONFIGURATION: (SEE ILLUSTRATION BELOW%
- - - 16 GA GALVANIZED ENO STILES ATTACHED TO DOOR SKIN' WITH PATENTED TOG-L-LOC SYSTEM [(2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) ALONG OUTSIDE EDGE OF 1£
�4�Oa���►�^r,�
�ME
a
ol����Iil��sl
OUTSIDE[ LOCK POSITION
ONE PER C-CHANNEL. SEE VIEW 'E",
2-3/4
7-1/2'
14 GA. END HINGES
VIEW "B"
- _.CEEB -20 -_- _ ' --. END
STILE
INTER.
STILE LOCK
II BAR
OUT ��,} GUIDE
HANDLE
INSIDE ELEVATIONS
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OFF DOOR.
INTER. STILE -� I" I /
\-LOCK ENGAGES
BAR OUTSIDE KEYED � � -`END
Ili ENGAGES IN HANDLE STILE
OUTSIDE KEYED LOCK TRACK ON
LOCK BAR LOCK OPTION EACH SIDE INSIDE HANDLE
OF DOOR. �,tXStBE-tt£'(EB-td8f(-
sAAF
2REWSn 14z5J8" SHEET METAL SCREWS
7-1/2'
1
1/4"x3f4" SELF
0
5p;�
TAPPING SCREWS
18 GA. IhITER,V,EDIA7E HINGE
VIEW "
INSTAINSTALLER
LLER
RETAIL
MODEL
DESCRIPTION
194.1 H94•
84A. 48•
WOOOGRAIN TEXTURE, RAISED PANEL. GALV. INTER. STILES
S. H4ST
486
98. 4F
VIOODGRAIN TEXTURE. FLUSH PANEL. GALV. INTER. STILES
L
SECTIONS & (6) ALONG OUTSIDE EDGE OF 21" SECTIONS] AND SEPARATE 18 GA. GALV. INNER DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED
TOG-L-LOC SYSTEM. ALTERNATE 2-PC END STILE IONFIGURATION (ILLUSTRATED)
�(2) 12 GA. GALV. STEEL TOP ROLLER i-PC END STILE CONFIGURATION (ILLUSTRATED3
BRACKETS (2-1/2- x 5-3/8"). 16 CA I -PC DOUBLE END STILE 16 GA. END STILE
EACH BRACKET ATTACHED W/(4) 10 GA. INNER DOUBLE END STILE
p14K5/8" SHEET METAL SCREWS.
'L,IEW "C" ADJUSTABLE SLIDE ATTACHED TO TOP
BRACKET iI VIEW 'E" ANDNUTS PER BRACKET.1/2 BOLTS - - -
i
LOCK POSITION (BOTH SIDES). TWO
POINT LOCKING REQUIRED. LOCKS
HAVE 5/B- MIN. ENGAGEMENT. SEE
LAYOUT OF EACH LOCK OP71ON
BELOW.
DOORS WITH 2" TRACK USE (2) STACKED
LHR BRACKETS (2-1/2"x5"x 12 GA.) AS
`INNER BOTTOM BRACKET ATTACHED WITH (2)
1/4"x3/4" SELF TAPPING SCREWS.
DOORS 11'ITH 3" TRACK USE USE (1) 3-IN
ROLLER CARRIER (1-1/8"x2-1/4" K 12
GA.) AS INNER BOT-10M BRACKET ATTACHED
WITH (2) 1/4"x3/4" SELF TAPPING SCRE'NS-
SHIP LAP
JOINTS I
p
END �,•f
STILE
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON EACH
SIDE OF DOOR.
INSIDE SLIDE
BOLT LOCK
2" TH'CK 12 GA. GALV. STEEL TOP ROLLER
ERACXET. SEE INSIDE ELEVATION
FOR FASTENER DETAILS.
6" CHANNEL
AT THE LOCATIONS NOTED ON
INSIDE ELEVATION, ATTACH THE Q
6"x2-1/4"x12 GA. STEEL PLATE
TO THE UNDERSIDE OF THE THE
C-CHANNEL WITH (4) 1/41'x3/4" VIEW "E"
SELF TAPPI14C SCREWS.
6"x2-1/4"x12 G4. G,%LV. STEEL PLATE.
ONE PER C-CHANNEL. SEE VIEW "E".
14 GA. GALV. ROLLER HINGE. EACH HINGE
FASTENED TO END STILES W/(4) ffl4x5/8"
SHEET METAL AND (4) 1/4"x3/4" SELF
TAPPING SCREWS. SEE VIEW "B".
�6'-1
2-1/2"
5/8- —;JJJJ-JJJJ....S/6" (TYP.)
VIEW _D
6" TALL
C-CHANNEL 16 GA.
GALV. STEEL
ONE 6" TALL C-CHANNEL PER DOOR SECTION. (SEE VIEW "D") C-CHANNEL ATTACHED AT EACH
STILE LOCATION 1VITH (1) 1/4"x3/4" SELF TAPPING SCREW.
1-1/4' WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION. OPTIONAL: (8) STRAPS ON 2NO (LOCK)
SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 7/4"x3/4" SELF TAPPING SCREWS
(1'110 SCREWS TO DOOR. ONE SCREW TO C-CHANNEL).
SPECIAL REOUIREB/ENTS FOR DOORS WITH OPTIONAL IMPACT RESISTANT LITES: FOR STRAPS AT CENTER
AOF DOOR, TOP AND BOTTOM SCREWS SHALL BE REPLACED BY 1/4-20K5/8 AND FASTENED WITH (I)
24 GA. DDS STEEL EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON -" 1/4" NUT EACH. A CLEARANCE HOLE (9/32" DIA.) MAY BE DRILLED FOR EACH FASTENER.
PRIMER AND, A,BA)(EO-'ON, POLYESTER PANTED TOP COAT APPLIED TO
BO/Tffi.SIDES OF STEEL SKIN. INSTILL No. A653). 12 GA. GA6C STEEL BOTTOM BRACKET (3-1/2' x 5-1/2") ATTACHED WITH (2) "14x5/8" SHEET
•v :E \ METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F.
SECT1074 A -A (SIDE •VIEW) TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F.
•'-f r' - N:Ui ACTDRING PRODUCT CUBE
pAGE: P.AX. SIZE
r..•• - TOLERANCES .Do = t.03
t'r i "' - aoo = x.c1s MFC: PP.N-2F 143
Mmess StOtee OUetwrs^ 1 OF 3 16'2"1'i x 16'0`H
A _ ggg������ggg .0000 = 3.007 DATE:
®p 2/15/95 DESCRIPTION'
D I GIEER: CLOPAY BUILDING PRODUCTS DRAVN BY. I(71W DOUBLE CAR WB HURRICANE PAN DOOR
SCOTT F%IAILT01fI.` Building Products 8555 DUKE BLVD.
FLORIDti yF.E.. yY632pp&',.'. i" MASON', OHiO 4504E CHECKED BY: DRAWING
01300HER�[crr.+,.� o•u •++:.c 'ER
Company (513) 770-4800 SH -
3 F'U0R]OA p OMOT lA.ppROVAL 5604
D
S
A
4
z
2
G
C
B
A
CLOPAY MODELS 84A, 94, 98, H94
PAGE 2 OF
3
16
-
S=E REV;SION HISTORY ON SHEET ONE
IDEAL MODELS 4F, 4RST, H4ST
_
HOLMFS MODEL 48. 48B TRACK
AND
NICI JAMB
_ n
CONFIGURATION
TRACK CONFIGURATION: DOORS UP TO 8'0"
HIGH
TRACK CONFIGURATION;
DOORS 8'3" TO 16'0" HIGH TRACK CONFIGURATICN ABOVE THE DOOR OPENING
DOES NOT AFFECT THE 'KIND LOAD RATING.
TRACK CONFIGURATION ABOVETHE DOOR OPENING
DOES NOT AFFECT THE WIND LOAD RATING.
BDRIZONTAL A14CLE ATTACHED TO FLAG BRACKET
WITH (1) 3/8•' X 3/4' CARRIAGE BOLT
1za�
CENTER HANG REOUIRED FOR
DOORS OVER 8' HIGH. LI
HORIZONTAL TRACK SUPPORT
_ BY DOOR INSTALLER (TO CXSUIT).'
H TAL ANGLE ATTACHED TO -`LAG BRACKET �{{
WITH 3/8" X 3/4" CARRIAGE 80LT. 1
NOTE, 0 E TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION
13 GA. GALV. ST FLAG BRACKET.
HORIZONTAL TRAC ACHED TO VERTICAL TRACK
2 VATH (2) 1/4" X 3/4 LTS AND NUTS.
w 76"(7'6"H & 8'O"H DOORS CNCY)
C DOOR
a63" HEIGHT "L"
2" GALV. STEEL TRACK, e•-6- 7
I TRACK THICKNESS: 7 -0
i 50'0.083% 82'
x 38"
z
z TYP. 2-1/2'x A. GALV. STEEL TRACK BRACKETS.
c 24' (6 TRAC . KTS PER SIDE FOR DOORS UP TO 7'0" HIGH).
(7 TP SRKTS PER SIDE FOR DOORS 7'3" TO 8.O" HIGH).
1
3-1J2"
JA1-0B CONFIGURATION: DOORS UP TO B'O" HIGH
1" DOOR OVERLAP (EACH 5
2-1/2" MIN.
2.6 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE" ON
SHEET THREE.
2-1/2"x12 GA. GALV. STEEL TRACK
BRACKETS FASTENED 70 WOOD
JAVB WITH 5/16"xl-5/6" LAC
SCREWS NOT TO EXCEED 14" O.C.
MIN. OF (9) LAG SCREWS RE
2•• GALV: STEEL TRACK FAST 0 10 12-
GA. GALV. STEEL IROCK BRACKETS.
TRACK ATTACHED 7 -H BRACKET WITH
ATWO 1/4" DIA. RIVETS.
STOP MOULDING BY DOOR
tE GA. GALV. 1-PC 001
SHEET ONE). 0
7/16" I.C. ROUND PUSH NUT
OR LOCK NUT FASTENER.
SHEET METAL
2" OIA. LONG STEM
TO BE EITHER STEM
&" PUSHNUT.
AND (2) -1
ll
1-1/2'
ANGLE.
2"
SECTION WEW OF TRACK
AND HORIZONTAL ANGLE.
TRACK FASTENED TO ANGLE
WITH 1/4" RIVETS AT 24"
MAX. O.C. SPACING.
!ia SUIT).
END STILE (OR ALTERNATE 2-PC CONFIGURATION.
20 GA. GALV. STEEL INTER. STILE- (1) INTER.
STILE BETWEEN EACH EMBOSS (SEE INSIDE
ELEVATION ON SHEET ONE). DOORS 16'2" WIDE
HAVE (7) INTER. STILES PER SECTION.
18 GA. GALV. STEEL CENTER HINGE
'FASTENED TO INTER. STILES 11'/(4) EACH
7m4Q:
SHEET METAL SCREWS.
'ASTENED-TO7 -STILES 'N/(4)-EACH-014x5/E
oFLE"'TARPPNG SCRE P ER END HINGE.
IN GE.
ILLER SVFTH:5'TEEL OR N47egN TIRE. ROLLER
0 FOR cs`, NUT OR"T6_BE OSED WITH A
x
U
0
0
0
u
U
x
z
Z
O
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
THICKNESS: 0.101". ANGLE THICKNESS: 0.080".
VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING
'JUNCTION. T1V0 1/4' BOLTS FROM LAST MOUNTING
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTIOF.
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
ON CENTER
46-
DOOR VERTICAL
HEIGHT TRACK LENGTH
9'-D" 96"
10•-0' 108••
12'-0132
14'-0"I 756
0
HOR:ZONTAAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT'.
2" x 2"
F_ HORIZONTAL ANGLE.
1
3"
r
SECTION VIEW OF TRACK
AND HORIZONTAL ANGLE.
TRACK FASTENED TO ANGLE
WITH 1/4' RR•ETS AT 24"
MAX. O.C. SPACING.
3a•• NE. XTRACK BOLT AND NUT AT
EACH MOUNTING SLOT LOCATION.
A
22"
ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME
DISTANCES AS THE TRACK BOLTS (INE- 3-1/210", 22", 34".
10" 46-, ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16". 28". &
AD" FROM. BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE
3-1/2" VERTICAL/HORIZONTAL TRACK JUNCTION.
JAMB CONFIGURATION: DODRS 8'3" TO 16'0" HIGH
1" DOOR OVERLAP (EACH SIDE)
-1/2" 1d
2.6 SYP %%ODD JAMB. SEE 2 IN.
"JAMB PREPARATION NOTE" ON
SHEET THREE. _
1-5/8" x 2-3/8" MIN. x 0.080" TAPERED
ANGLE. SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION.
0.101" THICK 3" GALV.-STEEL TRACK FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT &
NUT AT EACH MOUNTING SLOT.
FSTOP MOULDING BY DOOR INSTALLER (TO SUIT).
16 GA. GALV. 1-PC DOUBLE STEEL END STILE (OR ALTERNATE 2-PC
LONFIGURATION, SEE SHEET ONE).
20 GA. GALV. STEEL INTER. STILE. ('I)II INTER. STILE BETWEEN EACH EMBOSS
(SEE 114SIDE ELEVATION ON SHEET ONE).
DOORS 16'2" WIDE HAVE (7) INTER.
STILES PER SECTION.
7/16" I.D. ROUND PUSH NUT 18 GA. GALV. STEEL CENTER HINGE
,- FASTENED TO INTER. STILES W/(4) EACH
OR LOCK 14U7 FASTENER. 6'i4x5/8" SHEET METAL SCREWS.
114 GA GALV`STEEL- ROLLER -HINGES -FASTENED -TO= END --STILES-W/(4)
EACH a14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING
SCREWS PER END HINGE.
2" DIA. LONG STEM STEEL ROLLER ''WITH STEEL OR NYLON 71RE. ROLLER
TO BE EITHER STEM THREADED FOR j�" NUT OR TO BE USED WITH A
'" PUSHNUT.
DESIG�LY)ADS: +46.6 ,P:S.F: & :-;72.0 P.S.F.
TES{ LOADS: +70.0 P:S.'F. •& 76.0 P.S.F.
DESIGN ENGINEER .'
SC6FT HAMILT614
FL RID P E.. 0632 5.•
{
I
� , �pay
Buildin Products
g
Company
TOLERANCES .00 = t.03
unless Sorted ON`--- .000 - x.015
.G000 = t.007
Degmes = 21/2'
'NL6 AC URING PkODL_1 CO➢E
,PC: PAN-2F I O
PACE-
2 OF 3
NAx. SIZE
16'2-l'7 x 16'0"H
DATE: 2/15/95
DESCRIPTION,
DOUBLE CAR W8 HURRICANE PAN DOOR
CLOPAY BUILDING PRODUCTS
8585 DUKE BLVD.
MASON, 0-10 45040
(513) 770-4800
DRAWN BY:
MIA4'!
B
GRAVING NU13ER:
101300
aa++wL>oa euur.
llryr 8
vER:
FPA
CHECKED BY:
SH
4
3
IFLOO
MDA
p
-
DUCT
Qppl�OQL
5684
1
D
C
A
D
C
d
A
4
CLCPAY MODELS 84A, 94, 98, H94
IDEAL MODELS 4F, 4RST, H4ST
HOLM,ES MODEL 48. 48B
3
JAMB ATTACHMENT AND
2x6 JAMB TO SUPPORTING STRUCTURE ATTA.CHkIIENIT: NOTES
I) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERT,CAL SYP (GRADE -2 OR
BIER) JAMBS. NO LOAD FROM. THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMS.
2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE-
:) EACH VERTICAL JAL15 SEES A MAXIMUM DESIGN LOAD OF +372.8 LB & -416 L3. PER LINEAR FOOT OF JAMB.
4) A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS
FOR STEEL, CONCRETE AND MASONRY.
MIA
1/2 MA
HORIZONTAL JAMB
(NU LUAU hKUN UUUN)
�1
c
FASTENER
o
i
X. O.C.
a
2x6 VERTICAL JAMB
o
X. O.C.
THIS DOOR MEETS THE REQUIREMENTS OF THE
LARGE L1ISSILE IMPACT AND CYCLIC TESTING.
4
2
PAGE 3 OF 3
15 IF ISEE REVISION 'HISTORY ON SHEET ONE
SUPPORTING STRUCTURE
D
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE V1ND SPEEDS
LISTED BELOW ACCORDING 70 THE FLORIDA BUILDING CODE OR THE INTERNATIO14AL
BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOVING CONDITIONS: 1)
ENCLOSED BUILDING. 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY
ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 108 AND
ANSI/DASMA 115. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN
PROFESSIONAL MAY DIFFER.
ULTIMATE WIND
210 200
185
180
170
SPEED (PIPH)
EXPOSURE LEVEL
B I C
C
D
D
MEAN ROOF HEIGHT
30' 15'
30'
15'
30'
NOTE: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS
SHOWN ON THIS DRAVIING.
2xE JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER. REQUIREMENTS
(NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
• MAXIMUM
ON CENTER
DISTANCE
STEEL
BETWEEN
WASHERS
BUILDING TYPE
FASTENER TYPE
FASTENERS
REQUIRED?
C-90 BLOCK (HOLLOW OR
1/4" x 3" (1-1/4" EMBED) ITV! TAPCON CONCRETE ANCHOR (2-1/2' MIN. EDGE DISTANCE)
6-1/4"
1" O.D.
GROUTED)
3000 PSI 61Id. CONCRETE
1 4" x 4" 1-3 4" EMBED
ITV TAPCON CONCRETE ANCHOR (2-1/2' MIN. EDGE DISTANCE
18"
7" O.D.
3,000 P51 I.1M. CONCRETE
1 2" x 4" 2-1 4" EMBED
ITV RED HEAD TRUBOLT WEDGE ANCHOR 2" MIN. EDGE DISTANCE
24"
INCLUDED
WOOD FRAME SYP 0.55 SG
1 2" x 4" t-5 8" EMBED LAG SCREW ASTIt A307 GRADE A) 2-1 2" MIN. EDGE DISTANCE
14
1 O.D.
2.000 PSI MIN. CONCREFEI
3/8' x 5" 1-3/<" El,1BE0 WEJ-IT SLEEVE ANCHOR �e'-1 2 I9N. EDGE DISTANCE
14"
INCLUDEC
- — -- CLOPAY=DOES-NOT SUPPLY -JAMB -ATTACHMENT -FASTENERS.----
• - FIRST ANCHOR/SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM Old CENTER DISTANCE.
A ,
<� •
= v :, J_ !-
'
; `•_L '
TOLERANCES =
unless stated otherwise .aoo
.
tas
r(/II
% {! y..�•' ` <.
.•-_OCWk•
��® i
.0000 =
Degrees =
±.007
b1/2'
ENGINEERS
CL AY BUILDING PRODUCTS
�COTT,�AUICTQN
Buildin
Products
8585 DUKE BLVD.
6 V MASON, OHIO 45040
C O m o n (513) 770-4800
3 IFLOO Q00A p DD UC T APPROWAL 5684
4
MPC: PAN—ZF 1 4
DATE, 2/15/95
DRAVN BY: HINIV
CHECKED BY:
Sit
C
J
Pon-
ham
DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. A
TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F.
PAGE= MAN. SIZE
3 OF 3 1 16'2"1V x T 6'O"H
DOUBLE CAR W8 HURRICANE PAN DOOR
DRAVING RUHBER: n9w w:n[a: aan¢ VER:
B 10130G �qt' 8 FPA
EXISTING CONCRETE TIE BEAM
*�unOO alonj :jS
As
a3NNVOOS
00
I
I� EXISTING DOOR
a —I OPENING
DESIGN CRITERIA
APPLICABLE CODES: 2017 FLORIDA BUILDING CODE 6TH ED, - BUILDING
METHOD OF DESIGN:
DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING
CODE FOR Vult=160MPH WIND SPEED WITH WINDBORNE DEBRIS
RISK CATEGORY II
BUILDING CONSTRUCTION TYPE:
TYPE III-B, UNPROTECTED, UNSPRINKLERED
EXPOSURE CATEGORY:
C
WINDBORNE DEBRIS REGION:
EXISTING DOOR YES
OPENING MEAN ROOF HEIGHT:
20'-0'
INTERNAL PRESSURE COEFFICIENT:
+0.18/-0.18 (ENCLOSED)
GENERAL NOTES
.10 10' �I 2' I►—
EXISTING WALL ELEVATION
EXISTIING CONCRETE TIE BEAM TO REMAIN
o
I
o
BLOCK IN
THIS PORTION
OF EXISTING
ADD NININUM CASTCRETE BF-Ib-IB-IT PRECAST ASSENBLY
ACROSS NEW OPENING, INSTALL PER MANUFACTURER'S
RECOMMENDATIONS. DRILL &NB EPDXY TWO EOI1N_LY
OPENING
?
SPACED C5 VERTICAL BARS 6• INTO EXISTING BEAM
AS SHOWN,
z
w
W
Of
f
J
O
/
OC
z
Z
0
W
v
z
/ Z
f
W
i
J
J
¢
J
J
¢
LJ
Z
u
z
H-
N
X
W
NEW CHU COLUMNS WITH PSI CE VERTICAL ILL AN EACH
FILLED L REINFORCEMENT NIML 380E PSI - INTO F . DRILL A.4D INTOEPCOCW
AND 6• INTO
VERTICALISIPSO
ELL-
XISTING
N
THE BEAN VIM SIIdSOO SET-22 EPDXY OR EIXIIVALENT.
T 22 E OXY O
ALL
STEEL LAPS 70 BE MINIMUM 25'. -YYP-
162' I�--o'---•I
FIL� o.
Y
PROPOSED WALL ELEVATI❑N
1) 25' MINIMUM LAP ON ALL REBAR
2) CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS PRIOR
TO COMMENCEMENT OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO NOTIFY RICHARD A. SIVER P.E. OF ANY
DISCREPANCIES OR CHANGES PRIOR TO CONSTRUCTION,
-TYPICAL-
ST. Lu!-lc
OUNTY BULL : G SION'
REVIEFOR COMP
REVIEE $Y
DATE /
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE N ADE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY HELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPUCABLE CODES.
CONCEALED FASTENERS OR ATTACHMENT'
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
—` - --OWNER/END-USER - -- --PRillECT-LOCATIUN— -
ST. LUCIE BATTERY AND TIRE 5500 ORANGE AVENUE
FT. PIERCE, FL
DOOR REPLACEMENT 101/28/18 1 N.T.S.
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE VITH THE 2017 FLORIDA BUILDING LODE
6TH ED. THIS DESIGN HAS BEEN PREPARED UNDER THE RESPONSIBLE CHARGE OF
RICHARD A. SIVER, P.E. RICHARD A. SIVER P.E. HAS NOT BEEN RETAINED TO
PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION
ADMINISTRATION OR THE DESIGN OF ANY NON-STRUCTURAL ITEMS OR SYSTEMS.
SIVER ENGINEERING NOT VAL VI U� MBO 0 SEAL
SERVICES. INC. CAO 27588 RI`L P.ERD p965699 PP 1 [IF
I
1110 HUTIYEE AVE. SEBRING.FL 33870
(863)-235-0239
1,4
i
iII.1
4
CLOPAY MODELS 84A., 94, 98, H94
(DEAL MODELS 4F, 4RST, H4ST
HOLMIES MODEL 48, 48B
3 + 2 1
_ _ REv DESI
PAGE.{. O 6 - !SEE REVISION HISTOR
JAMB ATTACHMENT AND SUPPORTING STRUCTURE
D 2x6 JAI%4B TO SUPPORTING STRUCTURE .ATTACHMENT NOTES--
1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE =2 OR
---B£TTER)-JAMBS. NO-LOAD-FROM.-THE-DOOR_IS-TRANSEERPED-TO_7HE-HORIZONTAL-TOP):JAI.ia—
2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
3) EACH 4ERTICA'_ JAMB SEES A MAXIMUM: DESIGN LOAD OF +372.8 LB & -416 LB. PER LINEAR FOOT OF JAMB.
4) A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS
FOR STEEL, CONCRETE AND MASONRY.
C
E3
MA
1 /2 MA
f- HORIZONTAL JAMB
(NU LUAU FKUM UUUKJ
\I
FASTENER
R
`
I
X. O.C.
a
2x6 VERTICAL JAMB
e
X. Q.C.
THIS DOOR TS THE REQUIREMENTS OF THE
LARGE MISSILEMEEIMPACT AND CYCLIC TESTING.
SHEET ONE
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE-ULTIMATE-VAND-SPEEDS-
LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL
BUILDING CODE (BASED ON A.SCE7-10) FOR THE FOLLOWING CONDITIONS: 1)
ENCLOSED BUILDING. 2) DOOR HAS 2' OF WIDTH IN BUIUDING•S END ZONE, 3) ANY
ROOF SLOPE. AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 108 AND
ANSI/DASMA 115. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN
PROFESSIONAL MAY DIFFER.
ULTIMATE VIND
PLO
200 165
]BO
170
SPEED (MPH)
EXPOSURE LEVEL
E
C C
D
D
MEAN ROOF HEIGHT
30,
I 15' 30,
15'
3D'
NOTE: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS
SHOWN ON THIS DRAWING.
2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER, REQUIREMENTS
(NOT TO RE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
• MAXIM UM
ON CENTER
DISTANCE
STEEL
BETWEEN
WASERS
BUILDING TYPE
FASTENER TYPE
FASTENERS
REQUIIR'_D'
GBLOCK (HOLLOW OR
1/4" x 3" (1-1f4" EMBED) ITW TAPCON CONCRETE ANCHOR (2-1/2" MIN. EDGE DISTANCE)
6-1/4"
1" D.O.
GROUTED)
3000 P51 MIN.
CONCRETE
1 4' x 4" 1-3/4" EMBED
ITW TAPCON CONCRETE ANCHOR. (2-1/2' MAIN. EDGE DISTANCE
18"
i" D.D.
3.000 P51 MAN.
CONCRETE
1 2" x 4" 2-1/4" EMBED
IT14 RED HEAD TRUBOLT WEDGE ANCHOR 2" MIN. EDGE DISTANCE
24"
INCLUDED
WOOD FRAME SYP 0.55 SG
1/2" x 4"
(1-5/8- EMABED LAG SCREW ASTM A307 GRADE A 2-1 2- ION. EDGE DISTANCE
14-
1 O.D.
2.000 PSI MIN. CONCRETE
3 8" x 5"
1-3 4" EMBED WEJ-IT SLEEVE AN 2-1 2" MIN. EDGE DISTANCE
14"
INCLUDED
CLOPAY DOES NOT SUPPLY JALIB A77ACHMENT FASTENERS.
• - FIRST ANCHOR/SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER. DISTANCE.
• -J,
- ems• {�j'
-..D ENGINEE ER) ..
SCOTT•,AMa7oN.
Buildin
Products
FLOR0y PEE. j 6,3286 -
g
'5101 s- ..
Company
m
DESIGN LOADS: +46-6 P.S.F. & -52.0 P.S.F.I
TEST LOADS: +70.0 P-S.F. & -78.0 P.S.F.
TOLERANCES
Ueiess S-ated Dinee,rse
.00 =
.000 =
t.03
f.015
MAN%t PCrURING PRUUULI Lum
I� PC: FAN-2F 143
PAGE:
3 OF 3
M" S1..
16'2"W x 16'0"H
DATE. 2/15/95
.0000 = ±.007
Degrees = G1/2'
DESCRIPTEON:
DOUBLE CAR WS HURRICANE PAN DOOR
CLOPAY UIL
85B5
MASON,
(513)
ING 5-0 U
DUKE BLVD.
OHIO 45040
770-4800
DRAVN B:':
LnA,Wr
pRAV1i1G FLNBER:
1013CG
n9.. wnno-: wn:r,
"
A 8
vER:
o
FP
CHECKEDB-�
SH
D
A
A
4 I 3 IGLOO RMA pINTU"DUCT APPROVAL 5664 4
91
2
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CLOFAY MODE! S 84A, 94, 98, H94 REv DATE DESCRIPT[CN
DEAL MODELS 4F, 4RST, H4ST PAGE L OF 1B - S=E REVISION HISTORY ON SHEET ONE
HOLM's MODEL 48, 48B TRACK AND JAMB C O N F! G U RAP O B I -
TRACK CONFIGURATION: DOORS UP TO 8'0" HIGH TRACK CONFIGURATION: DOORS 8'3" TO 16'0" HIGH TRACK CONFIGURATICN ABOVE THE DOOR OPENING
TRACK CONFIGURATION ABOVE THE DOOR OPENING
DOES NOT AFFECT THE WIND LOAD RATING.
HORIZONTAL TRACK SU-PORT
BY DOOR INSTALLER (TO SUIT).,
H N'TAL ANGLE ATTACHED TO 'LAG BP.ACKET Y
r WITH /8" X 3/4" CARRIAGE 80LT. i
NOTE: 0 E TRACK LOP/ HEADROOM IS AVAILABLE AS AN OPTION
F3 GA. GALV. ST FLAG BRACKET.
-� HORIZONTAL TRACK ACHED TO VERTICAL TRACK
U 'VAT H (2) 1/4' X 3/4 LTS AND NUTS.
m 76"(7'6"H & 8'0"R DOORS ONLY)
0 GCOR
0 : 63' HEIGHT "L"
2' GALV. STEEL TRACK. V-6- 7
1 TRACK THICKNESS: 7-0 .6
50'0.083". J 82-
L -0 8
3B"
ca
z
z ttP. 2-1/2'_ GA G4L'J. STEEL TRACK BRACKETS.
e 24' (6 7RA RKTS PER SIDE FOR DOORS UP TO 7'0- HIGH).
oI (7 T „K 6RKTS PER SIDE FOR DOORS 7'3" TO 8'0" HIGH).
1/2"
JAMB CONFIGURATION: DOORS UP 70 8'0" HIGH
1" DOOR OVERLAP (EACH
2.6 SIP 'If000 JAMB. SEE
"JAME PREPARATION NOTE" ONE
ml
SHEET THREE.
2-1/2"02 GA GALV. STEEL TRACK
BRACKETS FASTENED TO WOOD
-- - — JAMB WITH 5/16`x1-5/8" LAG
SCREWS NOT TO`EXCEEC-14"-O.C.
MIN. OF (9) LAG SCREWS RED 1
2" GALV. STEEL TRACK FA5.jWff TO 12
GA. CALV. STEEL K BRACKETS.
TRACK ATTACHED ,-CH. BRACKET WITH
TWO 1/4" DIA. RIVETS.
A
HORIZONTAL ANGLE ATTACHED TO FLAG BRACKET
PDri (1) 3/V X 3/4- CARRAGE BOLT. �
-1/2- X X 1-1/2-
/ HORIZONTAL ANGLE .
�2
1
SECTION lR_1'/ OF TRACK
AND HORIZONTAL ANGLE.
-TRACK FASTENED TO ANGLE
w
WITH 1/4" RIVETS AT 24"
MAR. O.C. SPACING.
co
0
0
It
U
w
x
z
z
w
O
S70P MOULDING BY DOOR INSTALL P . SUIT).
I6 GA. GALV. 1-PC DOUBT cEL END STILE (OR ALTERNATE 2-PC CONFIGURATION,
SHEET ONE).
20 GA, GALV. STEEL INTER. STILE. (1) INTER.
STILE BETWEEN EACH EMBOSS (SEE INSIDE
ELEVATION ON SHEET ONE). DOORS 16'2" WIDE
HAVE (7) INTER. STILES PER SECTION.
18 GA. GALV. STEEL CENTER HINGE
-7/T6"J.G._ROUKO PUSH NUT FASTENED 70 INTER. STILES W/(4) EACH
OR LOCK NUT FASTENER:-'--'--8- ` 8"-SHEET-METAL SCREWS___
14 GA.. GALV. STEEL ROLLER HINGES FASTENED TO STILES '!!/(4) EACH vI 4x5/8_
SHEET METAL SCREWS AND (2)-tyj7-, ,L `.AP�PiNG SCR ER END HINGE.
2" DIA. LONG STEM STEEL F�6LL&R .VTH_-:S',TEEL OP. N%N TIRE. ROLL
TO BE EITHER STEM THRE DEO FOR' 35`, NUT OP• TG: BE 0SED WITH A
" FUSHNUT. U.
DOES NOT AFFECT THc_ WIND LOAD RATING.
CENTER HANG REQUIRED FOP.
DOORS OVER 8' HIGH. I I
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
THICKNESS: 0.101". ANGLE THICKNESS: 0.080".
VERTICAL/HORIZONTAL TRACK 14' MAXIIJUM SPACING
JUNCTION_ TWO 1/4" BOLTS
FROM LAST MOUNTING
& NUTS FOR EACH TRACK.
SLOT TO TRACK JUNCTION.
ADDITIONAL MOUNTING SLOTS
.00P. VERTICAL
HEIGHT TRACK LENGTH
SPACED AT 12" CENTERS.
9'-0" 96
10'-0' 108"
12 _-0-1-3-2
12" ON CENTER
- 56"
1
b-
46"
34•• NE. Ya TRACK BOLT AND NUT
EACH .MOUNTING SLOT LOCATION. F�V
a
22"
ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAYE
DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2 10", 22". 34",
To- 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16-, 28-, &
40- FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE
3-1/2- VERTICAL/HORIZONTAL TRACK JUNCTION.
JAMB CONFIGURATION: DOORS 8'3" TO 16'0" HIGH
1" DOOR OVERLAP (EACH SIDE)
2-1/2" MIN.
2.6 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE" ON
SHEET THREE-
1-5/8" It 2-3/8" MIN. x 0.080" TAPERED
ANGLE. SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION.
0.101" THICK 3" GALV. STEEL TRACK FASTENED J
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4'x5/8" BOLT &
NUT AT EACH MOVNTING SLOT.
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
[[[ 16 GA. GALV. I -PC DOUBLE STEEL END STILE (OR ALTERNATE 2-PC
CONFIGURATION. SEE SHEET ONE).
1 NTER. STILE BETWEEN GA. GALV. STEEL EACH S EACH EMBOSS)
(SEE 114SIDE ELEVATION ON SHEET ONE) -
DOORS 16'2" WIDE HAVE (7) INTER.
STILES PER. SECTION.
\-7/16" I.D. ROUND PUSH NUT 18 GA. GALV. STEEL CENTER HINGE
OR LOCK NUT FASTENER. FASTENED TO INTER. STILES W/(4) EACH
`` ?" 1 5 "" SHEET METAL SCREWS.
- L 14-GA.-GALV-STEEL-ROLLER-HINGES-FASTENED TO ENO STILES W/(4)
EACH g'14x5/8" SHEET METAL SCREWS AND (2j 1/2"-SELF TAPPING——
SCREWS PER END HINGE.
2" DIA. LONG STEM STEEL ROLLER WITH STEEL OR NYLON 71RE. ROLLER
TO BE EITHER STEM THREADED FOR jg" NUT OR TO BE USED WITH A
,6
- ::;
INGTOLERANCES 4RLACiURPRODLi CODE
MPG PAN-2F 143
PAGE-
HAx. SIZE
.P:$.F: &
LIDS:,,
,6_d
unless Smteb 0lne: w'rse
.000 = t.015
2 pF 3
16'2'\'i x tb'O"H
TES _I 0.0 P.S.F.P.S.F.
TEST LN3ADS:; k7(7.0 P:-S•F. •h rZB.O P
Biopsy
.D00o = x.007
Deames = 11/7
DUTE: p/15/95
DESCRIPTIMb
DESIGIN ENdfNEER I'.'
SCCPT HAMILTON
Buildin
Products
CL AY BUILDINGPRODUCTS
8585 DUKE BLVD.
DRAUN BY, ,,, V
DOUBLE CAR WS
HURRICANE PAN DOOR
D
FL RID P F. 63e" 6.-
^ _
MASON, OHIO 45C40
CHECr.ED 6r:
7�
B
DRAVING NLN9ER.
10T300
¢p+er mlda pagM,
VER:
gCB
Company
(513) 770-4800
SH
1Pfi8
FPA
4
FLOQEDQ
p
-
DD MCAT
APPROVAL
5684
1
1
D
C
i
A
71
to
4
3
2
C
C
0
CLOPA.Y MODELS 84A„ 94. 98, H94 _.vETML •D" DETAIL 'D'
IDEAL MODELS 4F, 4RS7 HOST
OPTO.1k OECCtLtIrvE
IOLNIES MODEL 48, 48B
SECTION B-8
NUMBER - -
DOOR HEIGHT OF I {
SECTION'S' - -
-
(110�etm)J \
-
._..AMA—E!•lFTIH69$C K 1@ Ya •• ,.••
PAGE 1 OF 3 REV]
13 1 t
MJLLPL'RnSE HIGH FOND TYPE
(SEIWEEH FP11E zvE F< Q. 14 07
.OPTIGv.4 :ECO?11NE FRO.!
G-- SsG omcc iTRULTUR 1161 12/15/1 1
SLrOVE 5v: I.
HOLMES NO'N AYA.IL UP TO i
]•LAX HT INCREASED TO 16'
'WIND SPEEDS
D
OxE-PIECE IIMIION L(10)S E , 3 REINNER FAST-.-InVTO WFewE . �O
- uLED G pE FROM
(lpj SE . 3(� PN! HEaO NFtHxE SG+EWi. QQ
. SLxpi3]T fRCNt
1DI lU I
' SikME E-IxR !W 04 2T Htx
� t-PC END STILE CONFIGURATION: (SEE ILLUSTRAiIGtJ BELOW)
ONE INTERMED?ATE STILE BETWEEN EACH EMBOSS LOCATION. tf 16 GA. GALVANIZED 1-PC DOUBLE END STILES ATTACHED TO DROP, SKIN VATH PATENTED TOG-L-LOC SYSTEM, {2) AT TOP WS:DE. (2) BOTTOM INSIDE, (4) ALONG
ATTACHED 51'/ PATENTED TOG-L-LOG SYSTEM (TOP & 80T) _ - OUTSIDE EDGE OF 18" SECTIONS & (6) ALONG OUTSIDE EDGE OF 21" SECTIGNS.
AND URETHANE ADHESIVE (ALONG CENTER,). ALTERNATE 2-PC END STILE CONFIGURATION: (SEE ILLUSTRATION BELOW)
16 GA. GALVANIZED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM 1(2) 9 TOP INSIDE. (2) BOTTOM INSIDE. (4) ALONG OUTSIDE EDGE OF 18'
�
IFFF111�=t�Alvl�llill
.I�Iolllllll�
..��1!•�f�
i�
__
1-1
�.=�
i .
�
i
M
0=71
117
F
ONE PER C-CRM,INEL- SEE VIE�
Lti9f.4410N-BFBPiiOt+A�-V
-.EM15E�����.
END
INTER,
STILE
STILE
LOCK
BAR
OUTSIDE —
t
GUIDE
HANDLE
INSIDE ELEVATIONS
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
INTER. STILE � 1" I /
L LOCK BAR OUTSIDE KEYED —
' Dry ] ENGAGES IN HANDLE
TRACK ON
END
STILE
OUTSIDE KEYED LOCK EACH SIDE `INSIDE HANDLE
LOCK BAR LOCK OPTION OF DOOR.
( _ ,t
-3/4' 1 r, 2-)/4' — r
=14x5/8" SHEET METAL SCREWS
--1-
0 0 - - -
00
1/<"x3/t..
v ° SELF
TAPPING SCREVIS
14 GA. END HINGES 18 GA INTERMEOIA7E HINGE
VIEW "BVIEW „
INSTALLER
RETAIL
ODEL
I MODEL
DESCRIPTION
44 h54,
84A, 48.
WOODGRAIN TEXTURE, RAISED PANEL, GALV. INTER. STILES
4 ST, H4S7
486
95. 4F
WOODGRAIN TEXTURE. FLUSH PANEL, GALV. INTER. STILES
SECTIONS & (6) ALONG OUTSIDE EDGE OF 21- SECTIONS AND SEPARATE 18 GA. GALA INNER DOUBLE END STLES ATTACHED TO TOP AND BOTTOM RAIL W1aH PATENTED
TOG-L-LOC SYSTEM. _
T-PC END STILE CONFIGURATION (ILLUSTRATED) •'TERNATE 2-Pr END STOP CONFIGURATION (ILLUSTRATED]
� BR K GA. GALV, STEEL TOP ROLLER 16 CA 1-PC DOUBLE END STILE 16 GA. END STILE
BRACKETS BRACKET
AT" X ATTACHED
WI(4)
18 GA. INNER DOUBLE END STILE
EACH BRACKET HTTACHED Yt/{4)
=14x5/8" SHEET METAL SCREWS.
VIEW "C" ADJUSTABLE SLIDE ATTACHED TO TOP
BRACKET WITH (2) 1/4"xl/2" BOLTS
VIEW '8" AND NUTS PER BRACKET.
I
LOCK POSITION (BOTH SIDES). T11'0
POINT LGCKING REQUIRED. LOCKS
HAVE 5/8- MIN. ENGAGEMENT. SEE
LAYOUT OF EACH LOCK OPTION
BELO'A.
DOORS WITH 2" TRACK USE (2) STACKED
LHR BRACKETS (2-1/2"x5"x 12 GA.) AS
SINNER BOTTOM BRACKET ATTACHED PATH (2)
1/4••x3/4" SELF TAPPING SCREWS.
DOORS WITH 3" TRACK USE USE (1) 3-IN
ROLLER CARRIER (1-1/8"x2-1/4" x 12
GA.) AS INNER BOTTOM BRACKET ATTACHED
WITH (2) 1/4"x3/4" SELF TAPPING SCREEN'S.
SHIP LAP
JOINTS I
SLIDE BOLT
END `LOCK ENGAGES
STILE r INTO VERTICAL
TRACK. ONE
LOCK ON EACH
SIDE OF DOOR.
INSIDE SLIDE BOLT LOCK
24 GA. DDS STEEL EXTERIOR SK114 WITH G-40 GALVANIZING, BAKED -ON
PRIMER AND, A,BAKEO-19N, POLYESTER PAINTED TOP COAT APPLIED TO
_ BOTF1.,51DES OF STEEL SKIN. (ASTM No. A653).
t- 2" THICK 12 GA. GALV. STEEL TOP ROLLER
—I BRACKET. SEE INSIDE ELEVATION
TI FOR FASTENER DETAILS.
6" CHANNEL
AT THE LOCATIONS NOTED ON
INSIDE ELEVATION, ATTACH THE O
6"x2- 1/4"x12 GA. STEEL PLATE
TO THE UNDERSIDE OF THE THE
C-CHANNEL WITH (4) 1/4"x3/4' VIEW "E"
SELF TAPPING SCREWS.
6"x2-1/4"x12 GA. GALV. STEEL PLATE.
ONE PER C-CHANNEL. SEE VIEW '•E".
14 GA. GALV. ROLLER HINGE. EACH HINGE
FASTENED 70 END STILES '!!/(4) #'14x5/8"
SHEET METAL AND (4) 1/4"x3/4" SELF
TAPPING SCREWS. SEE VIEW "B".
c-1/2"
--I I— 5/8" (TYP.)
VIEW "D
5" TALL
C-CHANNEL 16 GA.
GALV. STEEL
ONE 6" TALL C-CHANNEL PER DOOR SECTION. (SEE VIEW "D') C-CHANNEL ATTACHED AT EACH
STILE LOCATION WITH (1) 1/4••x3/4" SELF TAPPING SCREW.
1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION. OPTIONAL: (8) STRAPS ON 2NO (LOCK)
SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4"x3/4" SELF TAPPING SCREWS
(TWO SCREWS TO DOOR, ONE SCREW TO C-CHANNEL).
SPECIAL REQUIREMENTS FOR DOORS WITH OPTIONAL IMPAC7 RESISTANT LITES: FOR STRAPS AT CEI4TER
_ _QOF DOOR, TOP AND BOTTOM SCREWS SHALL BE REPLACED BY 1/4-20x5/8 AND FASTENED WITH (1)
-I%4'N0T-EACH-A7CLEARANCE-HOLE (9/32"-DIA.)-MAY BE -DRILLED FOR-EACHFASTENER._
-12 GA.. GALV. STEEL BOTTOM BRACKET (3-1/2' x 5-1/2') ATTACHED WITH (2) p14.5/5" SHEET
METAL SCREWS.
' ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
r' r
D SI GI EsR: ,
sL R krFf.E,,11fl,c•;.•` ! Building Products
FLORIDA�F.E.. j:63;rp6 .-.,✓"
Company
TOLERANCES Oo - x.03
UNess St.tee OtG-[Hlsc .000 = t.015
.0000 t.007
8585 DUKE BLVD.
MASON, OHIO 45040
4 1 3 FLOO�]DA p DMOT APP OOWAL 15 664
DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F.
TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F.
iR IN ?ROIYJC7 CODE pPGE• MAX. SIZE
'A.N-2F143 1 OF 3 16'2"Y; x 16'0"H
2/15/95 DCSCRIPTIOI`
MlTlW DOUBLE CAR W8 HURRICANE PAN DOOR
SH�_'TRAVIN:,!! -ER
i0130N'0 `8FPAB
1
m-
Re
L
A
EXISTING CONCRETE TIE BEAM
010
EXISTING DOOR I !EXISTING DOOR I' f
�-. OPENING OPENING
if
2' 10' 4' 10' 2' F�
EXISTING WALL ELEVATI❑N
O EXISTIING CONCRETE oTIE BEAM TO REMAIN
I p
o
oc
'
Z
E
W
Of
Z
W
W
N
J
J
3
Z
F
n
jS
W
BLOCK IN
THIS PORTION
OF EXISTING
OPENING
Z
OR
/ W
Of
Z
W
W
N
J
J
/ 3
Z
�
y
W
ADD SS NEW OPENING. E BF-16-IB-IT APBUFAT ASSEMBLY
EDUALLY'S
AECOSS "A OPENING. INSTALL PER N TWO EQUALLY
DRILL AND EPDXDITTO EXISTING
RPACE]] #5 VERTICAL
SPACE]] tl5 VERTICAL BARS 6• INTO E%ISYING BEAM
AS SHOWN.
45 VERTICAL BAR IN EACH
NEW ❑RU COLUMNS 3M PSI
FILLED WITH MINL CEM PSI' INTO TO BRILLAN 6N EPD
VERTICAL REINFORCEMENT T 22 E OX TER AND 6• INTO
TIE BEAM WITH SIMPSOV SET-22 EPD%tl Q2 EQUIVALENT.
STEEL LAPS TO BE MINIMUM 25'. -TYP-
y
LL,
%I$TIN.GG
ALL
LL
TIT
2'
�'
16' 2'
PR❑P❑SED WALL ELEVATI❑N
DESIGN CRITERIA
APPLICABLE CODES: 2017 FLORIDA BUILDING CODE 6TH ED. - BUILDING
METHOD OF DESIGN:
DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING
CODE FOR Vult=160MPH WIND SPEED WITH WINDBORNE DEBRIS
RISK CATEGORY II
BUILDING CONSTRUCTION TYPE:
TYPE III-B, UNPROTECTED, UNSPRINKLERED
EXPOSURE CATEGORY: _
C ---
-WINDBORNE DEBRIS REGION:
YES
MEAN ROOF HEIGHT:
20'-0'
INTERNAL PRESSURE COEFFICIENT:
+0.18/-0.18 (ENCLOSED)
GENERAL NOTES
1) 25' MINIMUM LAP ON ALL REBAR
2) CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS PRIOR
TO COMMENCEMENT OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO NOTIFY RICHARD A. SIVER P.E. OF ANY
DISCREPANCIES OR CHANGES PRIOR TO CONSTRUCTION.
-TYPICAL-
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OWNER/END USER PROJECT LOCATION
ST. LUCIE BATTERY AND TIRE 5500 ORANGE AVENUE
FT. PIERCE, FL
DOOR REPLACEMENT 01/28/18 1 N,T.S.
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE
6TH ED. THIS DESIGN HAS BEEN PREPARED UNDER THE RESPONSIBLE CHARGE OF
RICHARD A. SIVER, P.C. RICHARD A. SIVER P.E. HAS NOT BEEN RETAINED TO
PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION
ADMINISTRATION OR THE DESIGN OF ANY NON-STRUCTURAL ITEMS OR SYSTEMS.
NOT V D VI UT EMBOSS SEAL
SIVER ENGINEERING
SERVICES, INC,
CAn 27588 RICHARD A. SIVER. P.E.
FL PC. 165698 1 OF I
SCARING.NG. F C AVE.
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(86W-235-5-p239