426 NE 102 St (15): s°1-: e. .
/04 x/ 1404
iVo G1)t5 "rhi r, A a� <rt tie
�J 411.H fr fie t � ()i ljti
c /10;7 itiSgOn
Y. WI kh-
F Mei
2,M o 0 ,.;„ e4 cid
c,!/ - , €41 -3()T
F►JreAi4G � (14 ° C),3
r /L/ 1
SPR:NG WIRE be QtA` INOMOWUlY
CA/COATED TO CCUNTERPAANCE
DOOR LCAO.
TO 9'-O' WIDE
GU.Y. STE'L
2.25' 'U BAR
INTERIOR ELEVATION
._ SPECIFICATIONS & NOTES _ _
1. 00CRS AND HARDWARE WLL BE DI z RED. WANUFACTLA D, AND i SKIED PI s rRlcr
ACCORDANCE WITH STANDARDS AS ESTRUS -ED BY THE NAT,ONAL ASSOCIATION OF
GARAGE DOOR MANUFACTURERS. . . .
2. SECTIONS ARE 24 G. (024') ROIL fOR11ED STRUCTURAL QUALITY sin n (GRADE A)
_ MAN YIELD 33,000 P51 AND TINTI L 1 GALY. COATG OF G90 PER AST)/ A -525.
3. VERTICAL. I1E3BERS (STIES) A UIC 1 D AS FOLLOWS: -
A. E0 STALES ARE FASTENED EIN SD( (6) RESISTANCE WEDS PER SENT]. ON. EACH
RESISTANCE I D PAS A PROJECTION 01A. OF .119' AND A MK fT OF .028'. • EACH
WED HAS AN LILILWJE STRETCH CF 3526 LDS If SEAR AND 3526 LEIS. N TECON.
8. INIER1rEDIAIE STILES ARE MINED 11/11H SD( (6) RESSTANCE vas PR SECTION ,
ANO ACHERE) TO FACE PA? 3. ITIH CONSTRUCTION ADHESIVE.
• C SEVDI OfffERUEDWE AND FOUR 9 0.SITLES PER SECTION.
4. T -1' 1-90/4 D C 01POSED OF 4-21'. HIGH SEI:TIONS - s0( (6) U4*RS, As SHOWN.
S. 8' -1' HICH DOORS COED CF S-19 3/8' HIGH SECTIONS. USE MIT (8) U -&IRS TOTAL
6. 1]1E 2X8 N000 ,WIB CAN 8E ANCHORED TO A GROUT FILED CONCRETE BLOCC TALL OR
CONCRETE COUJ144 vim t/2' VA. CARBON STEEL 0ThAAOLT SLEW At HORS 4' LONG
*1TH A OW/ / C13£D11E(T OF 138'. ANCHORS TO BE SPAACD AT 18' 0.C. WAX
20 G4. .033') GLY. STEEL 1 RtPP0RT AMU TO IOC O Sfl.E X 17 STALE SEE NOTE 38 3 3/4
SEE NOTE 38 1 4. CLE7JIRANCt
• _ 3 W1CC CENTER SUPPORT
FCR S?RJNGS(BY OTHERS)
.b
•
3/16 1 air CALM. STEEL. TRACK
BRXTS TO M'000 .1A3113 1404
(2) s rig 1 1/2' wood LAGS
PER BRACI(ET
2' C.MY. STEE3. TRACK
FASTENED TO TRACK BRKTS 'MTH
1
1 4-20 X i 3' BOLT NUTS
2.23'
20 CA (.028)
WC/. STEsi.
1
.21 L
U ! - L B BA AR D ETAI L
WIND LOADS ON STRUCTURE
RAI
:.:. Y CPENINC
189 L8. /FT. . 11 111111111111111111111216-
1..9. /FT.
POSITIVE NEGATIVE
n40 PRESSURE
42 P.S.F. POS.
48 P.S.F. NEC.
WIND LOADS APPLIED suivmpx
ON SUPPORT1NQ ELOAM iNG Ln+erTS WALL BE oe2cxEn
STRUCTURE BY A Rf.GLSTREO PRCG,1
ENGtNEER FCR no LGDS
SHOWN ON THIS ORXM':tG O4
ADOMON TO OTHER LCAD4+GS.
(DADE COUNTY CODE
24 CA. GALY. 5'i Et_
(SEE NOTE 2)
OOCR SECTION PRUE
PANTED & MUSH ..
COAT OF POLYt.b i t.N
PAINT
STEM. STIFFENER ANO
HOLDER.
WiT1 WCAT L 7TR1P
DOOR SECTION
OY 114CX OILY. ADJUS'J81£
TCP FXURE BOLTED 70 CIO
SyM1N j14x3/4' F' -
WPM Sri= YE SCABS
LI-PR FASTENED TO
VERflCAL S11-.- W1T'r1
. _ (2) EACH j14 x 3/4'
SELF CRILLNG TE<
SC. REVS
14 GA. :ALY. ENO HINGE
RCLLER CARItER BOLTED
TO ENO ST3.1 WTTH (4)
/ 14x3 /4' SE'F
UPPING Sr: UT MEAL
S
091' THiCX GALY. BOTTOM
FZTTURE BOLTED TO ENO CF
SECTION W/4 j14 x 3/4
S
S f-t P METAL
S}i£fr •
•
atlas roll -Ilte
door corporation
A MASCO Company
1040], ROOO BlV0. PHONE
OWNDO,F132824 (401) 657 -0680
CPENWC HOT. + 1Y
HCRTZCNOL 1RAC( SLFP CRT BY
OCCR LNSTAL E2 (TO SLIT)
SE.E CCAt CN T'riIS SHET
y
6088 1
1 1 /`'1 1 t,Y: I•ot t&LL s .
1 / ANGLE 1/ i 1/2' 1000 �
PER FUG BRACKET.
2!trx3 tin ?2Xst
• :ACM) TO AHRf T}1 1/4'
i-•-t aas ko Ors It 01/t•
Eta R3 A.IC 3a2
rEET1GL 1PXX TATTOO TO "
C S1
?WE 1 /m tire-2 10U
10 SL PAt 11(2I
90LTS ANO N1JT .
TCP VIEW
1YPIC.s. TRACX 9??.C:C_'
2 1/2 x 3/16" (.:30" TrOCX)
2' IV. 5 E TRACK UPr=.J 0 1/8
PER FIX/ 70 PRCYDE A '1E. a TYPE
c o A.:IICN (.073' T}•_'CX;.
.N. \.
FUG
1 THIS BRACKET IS FOR
8' HIGH DOORS ONLY.
11'
BRAC OET
* FCR 8' HIGH CF iNGS 75 CHANGES TO 88' _ LDC.>ricNs
1���stssrntit� .
TRACK DETAI
• •
.. ice. "L"•` s: • � �•
T
ALP IE* AS 03/4111'1 6111TH THE •
scorn Ibl t an 1S COVE
PATE a -30 q S 19
S
r
15"
HE. CRCCFA
81'.
1
*73 o
Z
Z
C
11TROL DiLRS1011
NI1.011. CODE COlt11uAIKE omc
AWflAJCE tilt. 95 /
MOOEL 120 RESiDE:N11AL SECTIONAL 000R 4t 13 95C
DATE . / � � fiT:
ENGINEER: J.H. DIXON JR P.L UC No. (17768 DRAWN BY: WCK
R I _ OAT DESCRIPTION ' '
� 9A � CHECKED BY:
�nnnnr
PANEL SPAN SCHEDULE
14E16,NT AEOVE,
C,F.A17E (FT)
ALUMINUM t)
STEEL GAUC,E
.04'
.OS
.045
20
l a
0 -5 -
91 -2
9 - 2'
9 - 9'
11 - II'
1 - I i
5 - 15
el-2'
5
9
11 -0
I2.2-
15-25
7Lfi
e)-,0'
R3 -4'
I0 -4
11 -5'
25 - 35
7 -1'
7
B
10 -0
I(' -0
1-5- 55
4
7 6
7 - I I'
55 -
4,
&-
7 -7
7S-100
G I_ 1 '
4 .I -7 1
7 1 -5 '
100 - ISO
5 -10
4, -3
7L2
I� 4
-4-
ISO Z,� r
252-350
5 -s'
5 -1
�1
S - IP
01_9!
5
G - 4'
FASTENER SCHEDULE
4-1E.16,HT
SP
0 -35
le o. <:.....
35-350
12' ?.G.
® LOCK RAIL (6063 -T6)
FULL SCALE
T (3003-H16)
11 I
n1N:
SECTION A -A
•,/P R'E/ (SEE SGNEWLE)
1 7s' 25
vi
?�3i HOLES
Iz'o.G.
STORM PANEL ELEVATION
FULL SCALE
0
®LOCK RAIL(6063 -T6)
✓4�> -217 REVS IN ' TAJ -1rNN $1IIE1..
OK I /Q 'S N2. PIN'S (=-EE FASTENER. 46.NEAIJLE)
�PI�:Et - S
101 1 I i01 11 101 1 101
I .1.1 LI 1_I 1_1 1_I I_I 1IJ
LLt' KINL, PINS (-LIPS a
1 1 ' 120
srm-E -aiS r J 1 '+TA1 TAMPIN 5. ' =LL'a.
OIL %4' I STPJC o' vs. rIN4
r, IN
1J r1 ■4W_ V'D7a IU •NO'_E G SET
0P'E#.iI N4 \VIDTr4
LAS 1Z5'
12.Gb' 1
FULL SCALE
NT.
3" = I' -0"
CLOCK RAIL (6063 -T6) 07 LOCK RAIL. (6063 -T6)
N.T.S.
1
' 475
2 1 " 1'4'SLoo
Foe Loe.c.
GUM
. e'IS' � .975
GENERAL NOTES:
VERTICAL SECTIONS
- .00�'ITTr)
1. STORM PANELS HAVE BEEN DESIGNED IN ACCORDANCE WITH:
A. THE 1986 EDITION OF THE SOUTH FLORIDA BUILDING CODE.
el
HEADER (6063 -T6) ® HEADER (6063 -T6)
FULL SCALE FULL SCALE
I �� I I
II L.06 5
*LOCKING PIN (6063 -T5)
FULL SCALE
- _ r
0
0 PANEL
TYPE I0-I
GOWJELTION
N.T.S.
2. ALL SCREWS AND DOLTS SHALL BE STAINLESS STEEL, 110T DIPPED
GALVANIZED STEEL OR ALUMINUM ALLOY 2021 -Tf.
3. IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO DETERMINE
THE STRUCTURAL ADEQUACY OF THE BUILDING TO WHICH STORM
PANELS ARE ATTACHED.
4. SPAN SCHEDULE HAS BEEN DESIGNED roil NON- COASTAL
ZONE INSTALLATIONS.
Tyr! '& CONNE4TIOF1
TYPE '5 CONNECTION
N.T. S.
e \ .04/,' 44'• 0.10, STL
(yv 1..LAT - SPE log
Nf?T T2p/.17E47 TO 44/40.
- KVEL.L- G.
*LOCKING CLIP
N
Lac KIN-+I
Li �r
✓GK'.N
PIN
L. 1 1 M
O 2 NEFDFJG
()LOCK RAIL
® LGrJ0- 4
PIN
0 LO-K
RAIL
I♦'/ BOLTS(SS)
G✓ IPI O.G.
L'A Zli :', TN
ALUM /.1441-E
1"
TYPE 'A' CONNECTION
NTS
LGY.KI
Li
III
TYPE 'C' CONNECTION
N.T. S.
0 PANEL
0 PANEL
LOCJCINC, ' O LLr�KIN14
PIN i � � PIN
L
1 /4 1 n 20 V IN
STA2 TAI-111.114
SHIELDS CAC (/4'
STAR DICIVE rI1Js
(TYP, PVC ALA-
I-Of-4G RAIL CONN )
LOGIC
AIL
TYPE 'B' CONNECTION
NTS.
TYPE '0' CONNECTION
NTS
TYPE 'E'CONNECTION TYPE 'F' CONNECTION TYPE '0' CONNECTION
N.T S. NTS NTS.
l pg 7v1D6 2uv K00$ of. FASu15725 KT 12 OG
7(4,00 LS L) FOIL U TN.U.0- 8e L°d'
Lca ATEO A4 'y0/.:93 G♦J �3Z11GAL ' EGi C
E)
.N (7
Q �
W
Q
a
co tom
Q 9ouim VI
•
.la 44ZN
Z
N O
W
sf z Z
Z'QO
1UID2d
drawrg no
92 -125
21-l05t OP
OS R.AJL
RAIL
SPRING WIRE & CIJ. 114DMDULLLY
CAW/VIED TO COIRNTERBV.ANCE
OOOR LOAD.
_ SPECIFICATIONS & NOTES _ _
a' WIDE CE*(TER SUPPORT
FOR SPRINGS(BY OTHERS)
- INTERIOR ELEVATION
•
1.
DOORS AND HA,RL`t1ARE WILL BE Dom, IIANUFAMED, AND NS - AM IN STRICT
ACCOROANCE WITH SWORDS AS ESTABLISHED BY THE WWI. ASSOCA]TCN OF
GARAGE DOOR MANUFACTURERS. . • •
2. SECTIONS ARE '24 GA. (024•) ROLL FORMED STRUCTURAL QUALITY STET. (GRACE A)
MIIN1111M YIELD 33 P9 ANO mum G.N.Y. COATING OF 090 PEA ASTI! A- 52..1.
A. ENO STILES ARE (STILES) ) RESISTANCE b'EIDS PER S'cC170?L EACH
RESNSTANCE WELD ETAS A PROJECTION CO. OF .119r AND A EECMT OF .028'.• EACH
MD WAS AN IJUDQATE STRENCIH CF 3328 LBS IN SHEAR ANO 3529 IBS. P1 TENSION.
B. TNIERINEDIAIE STILES ARE FASTENED 111TH 5D( (6) RESISTANCE IUDS PER SECTION ,
. -AND ADHERED TO FACE PAM WITH CONSTRUCTION ADHESIVE :-
• C. SEVEN Pi j ED!ATE AND FOUR I NO.STLES PER SECTION.
4. T -1' 12C ODORS CO1NF'0SED OF 4;21'. EOGii SECTIONS. • SO( (6) U•= IRS, AS Si•icwr4.
ki DOORS COSIPOSED O 5-19 3/e NIGH SECIION3. USE CCHT (8) U—BARS TOTAL
8. THE 2X8 V000 JAM CAN BE ANC}NORED TO A GROUT FLIED CONOEUE BLDG( 11LALL OR
CONCRETE COLVIN MTH 1/2' D4l C* ON STEEL OYNA80LJ SIZE ANCHORS 4' LONG
%TIE A WNW E303EDIIENT OF 128'. ANCHORS TO BE SPAIN AJ 13' O.C. UM
20 GA. oar) GALS/. MM. 1 5i T ANGLE t XDm O sn.E • •
STA1
SEE SEE nu 38 • 3 J /4
MOTE 38
WA CLEARANCE
18 GA. (.044') ENO STILE
- a
2.25
.23'1 204t
U- BAR DETAIL
WIND LOADS ON STRUCTURE
9. OPENING
189 L$. /FT.
POSITIVE W2 PRESSURE NEGATIVE
42 P.S.F. POS.
48 PSF. NEG. IEEE
_•
EiEXIENTS SHALL 8E O£9GVE3
BY A REG SIRED PRCFESDGN L
E'NCiNEEL FOR MO LCADS
SHOWN ON THIS DPJIXNG RN
ADOmON TO OTHER LCADCNGS.
WIND LOADS APP!J
ON SUPPORTING
STRCC RE
J DADE COUNTY CODE
189' CALY. STEED. TRACC
TO W000 448 Wrt4
( 5/1 1/2' 1V000 LAGS WOW
2' 1L Y. STEEL TRAGIC
FASTENED TO TRACK SRKTS WTrH
1 1 4 X i 2'
804.7 � NUM
sma. AourRS ''
1
218 LB. /FT.
20 GA (.0.38)
C?LY. TE:1
24 C. C A STEEL
(SEE NOTE 2)
DOOR SECTION PRLItE
PAINTED & FHISH ..
COAT OF POLYe�,a(
PAINT
STE I. STIFFENER ANO
VINYL HOLDER. THERS"R,P
VINYL 1YEATTiE4STRIP
DOOR SECTION
.r
0r M( IV. ADJUSTABLE
T OP FX1.RE BOCE7 TO CiD 1
7 ! MTH j14 x 3/4' WI- 0 1
TAPPING srW 11E � ,
L'-?AR FASTENED 70
VERTICAL STILES WI711
(2) GCH j14 x 3/4
Sa :RIIL;NG TE<
SCREAS
t
_ �
14 CA. G, LY. ENO HINGE
ROLLER WiRIE4 BOLTED
TO ENO STELE WITH (4)
14 x 3/4' SELF .
UPPING Sr.Ta - T LtETAL
SC: ENS.
i
09i' THC1X GALV. BOTTOM
F t 1. RE eoLTE7 TD END CF
SECTION 1V/4 #14 x 3/4'
SW- TAPP:NG SriE ET I ETAL
SCREWS '
r-:
CPE'tWG HGT. + 12'
NCRTICNGI wcx SUPPORT 61'
OCCR 11"45;A11.E2 (TO SLIT)
SEE DETAIL ON Trf1S SriU
RAG
BRACX"'
r i
1 1 /1': 1 1t2rx VIM LILY. 51 .
AN&E rgli..NED TO 9000 .:U.11
1f/ (2) -1 /1Px 1 t/2' K00 L'GS
PER FLAG BRACXET. -_
11 0 21/Yx3tji'xf2x
I :ASrEf? 1D RC/ TN (2) 1/4' .
_ -16tL@ F 3 .4
YERTIGL TRPCC FAS*ED TO •
SI. rPLCE 1/(2) 1 -p• 33.3
Alti 40123CIL XI-8 --
7o St p! qE W/(21 t /(- f Yo
BOLTS AND NUM.
TCP MIEN
71P!CAL. TRACX 9RAC1C7
2 1/3' x 3/15' (.190 TrCCX)
2' GAL'/. STEEL rnACx TJkr- :.o • 1 /!'
PER F;CT TO PRCY10c A AZ; ^c TYPE
C.CS.NG A.,�CN (.073' TXQ().
► I D)
. 9'-.X . 7 '• • AND :9' x - -8'
42 PSF POST T iV /48 PSF. NEGATIVE
MOOEI. 120 R
11' •
■
THIS BRACXET IS FCR
8' HIGH DOORS ONLY.
-3r
4"'
BRA�i
* FCR 8' HIGH CPE' iNGS 75 C TO 88' LOCATIONS
TRACK ,; �: .
D ETA _ ''
V
G t e
. s• btuu?;"-
»flOTE0 AS COMPu' 16 ITT}l THE •
S0071 flO t SO ' 18 COVE
DAN 330 4S 9
!i
IRK BUI01
1;I11)16 CODE COMMIX/ OFnc
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