1209 NE 99 St (5)tJPPORTiNG STRUCTURE ATTACHMENT
2 x 3 M
r
r
BLOCK:;. 'l' /10R:- ONCR
• = sR' 0 CRETE
MIN;L,No� OF
FASTENERS:: •
P ER; „YFRCt9”.
sesimmims
400 SERIES
1
W
MI lute, O +S
et. PA
(NOT TO BE USED FOR, ATTACHMENT:.OF,.T
2x6 W000 JAMB
SEE "JAMB PREPARATION '
NOTE" ABOVE
L
G Yt .- N d FASTENER
UIf-Q11
Cy
GE DE,T OEN Y �7 AN _ 01 Al
N0T,.SUPPLY J18 ATTACHM T FAST
1" DOOR OVERLAP (EACH SIDE)
12 GA. GALV. STEEL CONTINUOUS
ANGLE FASTENED TO WOOD .`JAMB,
WITH 5/ 16 "x1 -5/8" - LAG '.SCREWS
NOT ; TO . EXCEED 14" 0,C.; CONTINUOUS
TO STRUCTURE I 'ATTA HMENT
2" ;/.LV STEEL TRACK FASTENE0
TO 12 (A. , :GALV ' ,STEEL : TRACK; CUPS.
TIVC< ATT CI EO T0r,EACH CUP
WITH TWO' :1 /4"x5/8 BOLTS: &'NUTS.
EACH TRACK,:, CUP ATTACKED TO •
CONTINUOUS ° ANGLE ' WiTH
(2)' 1 /4 ", DIA... RIVETS PER CLIP.
REV'
E!? JAPCON COIACRET
SSOtt ANCHOR.
xeZ
r.F 1
ITpG`.:OCQFIG
°A3O7 --GRA ptaG1J
liwermes
7/16 ROUND
EX CLUQ12 G S CCO THICKNESS.:
art
PUSH NUT FASTIER EACH 114x5/8 . SHEET MET
AL`SC
-14. , ROLLE Hl dGES • FA EN E.0. TO ENP STILES r0/ AND! GA.' "GALV.-STEEL R
I SHEET1 METAL ,, tf
2 `1 4." SELF•' AP P{NG SCREWS ',PER :_ END HINGE,
2 DIA. LONG STEM, 10: $AL , ROLLER.
. END r ROLLER STEM r 11 {R ED FOR
7/1 NUT AatraiilaWBA
r
•
MAXIM
ON .; i N1ER
01S.t '
6E319tE�!r_
FASTEN
6
19 �.
STEEL -,
V. SEERS
REQUIRED?
I ALL, ,I HE LCAQ,FROM THE DOOR i T *TO THE TRACK AND 1 .N FROM THE TRACK
. TO THE .2x6 YERTICA1 -- �4R13S �GR�'1?� 2, QR .BETTER. YELLOW PiNE).
DOOR' SS TRANSFERRED; TO THE i1ORt1ONTAL,- (TOP)slAMB.
2) EACH; VERTICAL° JA48 SEES�A";1MXI UM DESIGN LOAD OF +2,982. L8 & -3,328 LB.
3): ALL JAMB FASTE BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE `A FL I M.tOUNTiNG SURFACE.
w00D FRAME BuiLO1NGS>
, ,, e ms .., ,r, - 2x6 PRESSURE
$TUO W,ht1S OF� R,I- OPLNI St-3ALL " . EE FRA1' S OLID trf N OT LE55 THAN (3) PSI NOMItaA1
7REAFf.) GR ::STRESS; BWE x000 STUD .CF der STRESS GRADE NOT LESS .THAN ,1200 .
EXTREME= F1BERr STRE IN 16ENDING . {F,, ). STIJ . ., 4 'ALL S� TO BE CONTINUOUS FROG FOOTING TO TIE BEAMS
J�NO (NN 1'+CC012D.ANCE ; SFBC. SECTION _2905.1.
BLOCi4 WALL OR CONCRETE
2„ 3 ,'MX %) J/ AB f-. BE, ANCHORED TO :.GROUT:`REtNF p E B FORCI:O: WITH OR #5 E CONCRETE COLUMN.
; WALT. CELLS - SHALL BE FILLED " WiTH . CONCRETE
INTO THE _FOOTING ,AND lNTQ' TIE BEAMS, " f 1 L' BARS SHALL BE CONTINUOUS FROM THE TIE' BEAMS
TO' B ' DINGKPRWALL, SSIONAL OF RECORD AND IN '61T14 �SFBC COLUMNS BE OR „CONCRETE!' COLUMN. -
DESIGNED. EDD
.
MAX. 0.C.
2x6 J TO SUPPORTING __STRUCTURE._ATTACHMENT
K /4 GLE TO 2X6- ,VERTCAL -JAMBS OR SUPPORTING STRUCTURE)
MOULDING.; BY DOOR INSTALLER (TO SUIT)
16 GA. GALV. STEEL PAINTED END STILE
18 GA. GALV. STEEL' DOUBLE ENO STILE
20 < GA. GALV. STEEL INTER, STILE
18 GA. GALV. STEEL CENTER HINGE
_ EWS
FASTENED T0: INTER, ,5TiLES W /(4 1.
earafr
PAGE 2 OF 2
HORIZONTAL JAMB
[(NOIOAO FROM DOOR)
FAS1 ENER
rIPE
MIN. No.
OF FASTENERS
PER VERTICAL
JAMB
2.6 VERTICAL JAMB
X1 PR¢ATION NOTE; - 2x6
EAqi'`OtiS-- ANGI.T... TRACK SHALL BE PINE' WQ00 ,1 # �i$S WITH 5/16 "x1 5/8" LAG (12) PRESSURE
SCREWSEPEROSDE UPLTON
TO 111 S UP Y P , /�R I 1N G STRUCTURESOFETHEI PRESSURE 8'0"
TREATED 2 THE WOOD JA.DBSSFSH ATTACHMENT BEENT
APPROVED'
-04 THE. PROFES PROFESSIONAL L RECORD FOR
LISTED THE THIS CTUREG AND IN A COWN WITH
CURRENT` BU O
II,UING: CODES.
ON PAGE •, 4 (1' THIS DRAWING. PREPARATION OF JAMBS BY OTHERS.
ALL MOUNT(N) OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER
DOOR HAROW,RE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS
SUPPUED WfTI-1 DOOR SYSTEM UNLESS OTHERWISE NOTED.
R - F10RIl
is1
48495
DESIGN LOADS: +46,6 P.S.F. & -52.0 P.S.F.
r -- r ' 2 .
es
.)Pr , ,..G r RODVGTS
WAL INTJ STREET,S0IIE ,600
CIIaCi? t' AT . G}i10 45202
OUTSIDE KEYED
HANDLE
95I ADDED JAMB DWG &: CHART TO PAGE 4
2 1 1 /3/.. 1 REFIT DWG TO 2 PAGES
0
3 2 13M REV. JAMB ATTACH. FASTENERS ON PG. 2
4 12 CEL. M/N 87/94; DDS /G -40 WAS DQSK /G - 60
SLIDE BOLT
END LOCK ENGAGES
INT STILE I NTO VERTICAL
STILE ,► , TRACK. ONE
LOCK ON
EACH SIDE
CF 000R.
JNSIOE StJ_OF_ILQL1
CONFORMS TO SFBC 3603.2
OUTSIDE --
HANDLE
END
STILE
LOCK
BAR
GUIDE
\- LOCK BAR
ENGAGES iN
TRACK ON
OUTSIDE KEY�D EACH SIDE
O I( 4 r I KING OF DOOR.
CONFORMS TO SFBC 3603.2
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK. _ -.
ONE SNAP LATCH ON/
EACH SiDE OF DOOR.
INTER. STILE
END
STILE
INSIDE HANDLE
i
OU xE`(ED LOGK
% r . •0
CO NFORM$ TO SFBC` 3603.2
1 •
,t ,
;A VA BY' I�
CHECKED BY'
APFROV.O AS CGM1YING WITH THE
SOUTH tliR1R BUILDING CODE
DA1 E._ -_ 00
PRODUCT CONTROL DIVS'ION
BUILDING COOE , C � OOMMPLIIOCCC Of l E
ACCEPTANCE NO. (0_1)-2-i.
&VAIL
1400E1_
I DESMP
w00064114t4,1EXTUPE, RAS€, W.NE , CALV. I";T t Tk 5
3
64.4
WCOOGP,AiN 1ECURE RAISED PANEL PANTED /C.tiLV. i.YT». STILLS
■
— _Q - .8 = 11-4o13H X000 - XYYN'N —
r it
lam gii=
A
1
i
s
_
�,
t - 1
I��w�l
!1 ��Ti 1 1 1
I1iii�fj
�)
1 1'
I
•
}
1
1)
1 u_ — , 1 '�1
1�1
1
I,�!
PI
- -_i
--___]
A 71
f"
II
fon -`_
semo
'
I
(.
I'
ii
I
l
h
�
I I
1 1�1
lr #_11
ri ' r 3� r r... ..te a
►�...��' r
v.- -- l
:.
Te
�
i
-•--• -'-- A OPTIONAL OUTSIDE KEYED LOCK POSIT10N
MAX. DOOR WIDTH = 16 -2
MODELS 33, 34A, _!33__9 €
1"00.TON OF OPTIONAL VENTS '
EltHcA: OF VENTS NOT TO EXCEED t�
a±, INCHES BETWEEN STILES
I 34
38"
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.
ATTACHED W/ PATENTED TOG —L —LOG SYSTEM (TOP & DOT)
AND- URETHANE ADHESIVE (ALONG CENTER)
A
INSIDE' 'E,EY QN5
SCA4F''1
NOTE
DOORS UP TO 7' -0' HIGH CONSIST OF 4) SECTIONS (SHOWN).
DOORS OVER 7' —O" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)-N I
GA. CALV. STEEL. CONTINUOUS
1-5/8 x 2 -3/8" ANGLE.
76" (7'S "H & B'O "H DOORS ONLY)
Jj ACK CONFIGURATION
63" SCALE 1" = 36"
2" CALV. STEEL TRACK,
TRACK THICKNESS: .083"
TYP. 2 —1/2"x12 GA. GALV
STEEL TRACK CLIPS.
DISTANCE FROM BOTTOM OF VERTICAL
TRACK TO EACH CUP IS: 3 -1/2 ",
10', 24 ", 38 ", 50 ", 63 ", AND
76" (7'6 "H & 3'0 "H DOORS ONLY)
ONE 5/16 "xI -5/3" LAG SCREW PER
TRACK CLIP.
g 4�
DOOR
HEIGHT "L"
& 6' 70
D 5
7 -6" 82
13 GA. CALV. DOUBLE END STILES
ATTACHED TO TOP AND BOTTOM RAIL --
WITH PATENTED TOG —L —LOC SYSTEM.
\IEW "C"
VIEW "B"
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFBC
3603.2 REGARGING
GARAGE DOORS WITH
5/8" MIN. ENCAGEMEJT.
DOOR TESTED FOR
FORCED ENTRY WITH
BOTH OUTSIDE KEYEC
LOCK AND INSIDE
SLIDE BOLT LOCK
OPTIONS (SEE
LAYOUT OF EACH
LOCK ON NEXT PAGE).
/14x5/8" SHEET METAL SCRF
-1/4 "x3/4" SELF
TAPPING SCREWS.
14 GA, END HLNGFS
SCALE = 9"
VIEW 'B"
NN
STE€
15 CA. PAINTED END 'STILES ATTACHED TO DOOR
SKIN WITH PATENTED ':OG —L —LOC SYSTEM
(TOP, BOTTOM & CENTER).
24 CA. DOS : STEEL (MIN • YIELD STRENGTH:
' 33 KSI EXTERIOR SKIN ,WIT}1 G: -4Q MIN:
GALVANIZING, BAKED 1 PRIMER ANO A,
BAKED —ON POLYESTER kIN"TLT3`.. TOO 'COKE,'
APPLIED TO BOTH SD ,,.3,0 S IEEE SKI,
(AS NqVt(55 .97 }w
9ESICza . ENGINEER
MARK. W. WESTERFELO, P.E.
FLORIDA REGISTRAT No. 443495
SHIP LAP 'JOINTS.
13 GA. INTF,RMEDIATE HINGE
:CALF` 1 • = 9"
Building Products
Company
TOLERANCES
Unless Stcted Otherr ;es
— 2" THICK
CLOPAY BUILDING. PRODUCTS
312 ,WALUNT STREET,SUITE 1600
CINCINNATI, OHIO 45202
4
12/6/2000
ADCED - JAMB OWG &' CHART TO PAGE 4
REFi = DWG TO PAGESr;
OQSK; VENT AREA: TRACI< NOTE '1 P{;: 1
DEL. M/N 87/97; ODS /G 40 WAS DOSK /G -60
12 GA. GALV. STEEL TOP ROLLER BRACKET.
EACH BRACKET ATTACHED - ',Y /(4)`, 14x5/3'
SHEET METAL SCREWS. "ADJUSTABLE' SLIDE; ATTACHED
IIP TO TOP`BRA.CKET WITH (2) 1/4'X1/2 BQLTSAND
NUTS PER BRACKET. e. t..
p
14" CA G A L V . . . r
-r• 6 EACH F'180E F.'>+STEPEU 5>'0
S:TILEs'W /(4)',,14x6 /8" SHE!*T -METAL
AND (4) 1/4"x3/4" SELF TAPPING - SCREWS.
ONE 6" TALL C— CHANNEL PER DOOR SECTION. (SEE VIEW "0 ")
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, EXCEPT (3) STRAPS ON 2ND
— 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).
r :v)s u 1
-- 13 GA. GALV. STEEL BOTTOM BRACKET. SOU1If iED'taDttu J1141n t� f�
ATTACHED WITH (2) ,#14x5/8" SHEET METAL SCREWS..
ALUMINUM EXTRUSION & ``,1NYL WEATHERSTI IP.
SECTION A —A (SIDE VIEW)
SCALE 1" = 9"
DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F.
.00 = 1.03
.000 = 1.015
.0000 = ±.007
Cegrees = 11/T
GESCRIAT[t)T1
DATE MAR':
PRODUCT COr;1 11. s tt;
RUIIOtNa.CQ4c: :,sp i lAi{C Mif41
ACCEP(AI( ,i6'E9
DE SCR IP rif .011'
DOUBLE;. CAR HURRICANE PAN- DOOR
DitA'dU 0 NUS
'101304
SME .,
7` 16 W
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMEN
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approN al c.f the deLi!ed statement of the plans and specifications herewith submitted for the build-
ing or (iler structure her. described This is made in compliance and connim ty w th the Building Ordinance of Mia i
Shores Village, F:or and all pro isions of the Laws c f the State: c f klericit. all o d nances f Mi u Shores Village and all rules ard
reguions of the Building Div of :■iinn Shoi, illige ,.h '..e , pl.ed with, whether herein specified or not. A copy of approved
plans and specifications IMISt be ke at buiid,ng during progress of tl.e wcik.
Owner's Name and
;7/
/ 0.
,--e
Registered Architect and/or Engineer
Name nd address of 1:cerked contractor
Location and legal description of lot to be built on
Lot. / ) Block.. Subdivision
Street and Number where work is to be done. ..... _
State work to be done and purpoie of building (by floors)
Chairman
Member
Member
Council Appro. ed
PLANNING BOARD ..
--•
Member
Date Disai.r roved .
Date
stree;?7 &-‘ -
t--4- 0--'t >--c-
7
and for no other purpose.
New Building. Remodeling. Addition _ 6.. . . __ . Repairs . . . No. ofSjories
To be constructed of e!. - sf, Kind of foundationkLi A_ ( e_73-t- Roof Cov• ring / -C-----i'`---C_,
Estimated 7 tal cost of improvements $. A*1 Pa e Amount c Permit $..
Zone rubage required .....) sf; 4, 61 0 _Plan Cubage ,....
Distance to net nearest building. '/- ... Siz Building Lot 7.1 ex / 0 S-'
. .
Maximum live load to be borne by each floor -.,-.) ,
; hereby submit all the plan and specy. io fcr\sa'd building. All notices with reference to the building and its construction may
be sent to __ /
The uncle signed appli.ant for th's building permit does hereby c((ify at he understards and accepts h;s bligations as tn 7,,p'oy r
of L bor under he Florida Workrien's Co npeusation Act be'rg S. '5`.)613 Co i p led Gen al Laws of Flolida P r anen S .ppl, ent,
and h s cornpl ed w'th he picw' i o n s th an d ev il requ s corm) ante hum a.1 c:ontractors or sub contrE.c(or., clunk) ed k Ilir
in the wo k to be p, rf med un th s i )em Jt. and , e ill post GI cause to be posted fc r On the site cf the work -u 1 11 ptibh( ncti e
or : otiees as are requir d Ly the Act. The u: agrees to employ only. such - c , cn work to b irfcn , d der th.s
permit as are licensed by M amt Shores \ iLage.
_DATE
Member . .........
Member
.. •
Remarks_ (S'g'ied)
STATE OF FLORIDA,
COUNTY OF DADE. Ss '
Before me, the undersigned authority, a notary public, duly authorised to adnimister oaths ,nd take ackncwledgmerts, peronally
peared _ .
to me well known,
and who, being by me first d ly sworn, upon oath deposes and says that le is the
of th abov. de 'bed - , t; 1. has careially read the fo egoing application, and that Le did sign the same, and t1 Lets
therein by him stated are tr :e.
Permit No._ / 1 c ,
. Date b.
■ Read, Sworn to and Subscribed before ine.
Disapproved .....
.
Notary Public State of Florida
(Signed)
Bud [nspector My Gimmissicn Exp:res.
....
Date
NOTE: A charge of $1.00 will be made for making corrections cr .1.mges to this application ft, r pros ..1 1. s 1 1'.ti-ed frem
the Plans ng Board
A re-inspection fee of 81.00 be chaiged when such re-inspection is m. rc( esary by improper notice h r insp, t.,w or 1 ty
niaterials and/or workmanship.
I e A:VG q5g t
y
rea(32.-To .
tt
c4.012. o!v-V
. `25a.a 4 kic* 0 '
k-kr
`2.
L_
/4 I/4f ,1
i/&117
/P,4
G
01S0
t v-
14 A 5 /20 6 . Z. 2 a 3
0 r)
` -c- - 3,6 0f 2
r
- ci-cvs.
kA14 CtS
0
84 ' 11
r
()SW
7
.0
Roo °•
Ttc
,,..A ► � ... �� ' �-.. - .r � s it .
a GOW4 TAR,
� CS -1LX/ r = -;;-. .kit - "fit
00 if -aa
4 R-Av
0 I !' 3
r; < &a- , T2.,
Y... ) [i'• +11`j (t �. 1,• '3 •
t) ` r .� f x Y if n _4 •
C � i _.. � /�� .
l2 A 14 Cr y
SsAvicq
8 C I R .
0/115 7 rrZ I..P
e \' ICC!? tAtC1 T plc C.,7
- 10
z >:
c. + " +2 ;;
- .3/ 4 . 0
iL.
P .Mc: •: • ":uRPAt D[t/A,T+ . Vii,
1.- 0 5 - /44? CONT..
si
•
F+ -I, .;.
L.t
Ft AS, \VAt Etg[AN($„;'
t
i
1 •
Y. 1 +c5Yy Na,vsk,
04 , ).0 IC+l,4
r-'
3
r : , Kai (.1 ;5
F
F.1 Q
�. 7
�:. IV 1 N ',- I ( (:)M .
\YH -4S C15IL I q
s.
vp, �" l CS �x-.t .S 1 f241ui
Svt's ` :rk, ')s VArsi, !•' .
It AT P
cG�2.
ALL pqcw„ , . SN.�►L. C. t1: v :'
AA4TAt.,;
v1rt('. , ( '
•
st
•
,..,,.,, ..
BAT H
T141 c 've /s /N a r 9�'- ct �'.
$'&' - 'Az° lc-4 A2at,v ?V15. 1..340'v'2-., '
1,C04 W.' - sr'he:G +Ir+L, t?ac6T-50 - ta' IN \11r14t
IN i As-ii F1 rp4
cte.Av,f.) c.oc2.` ± 2}t?OS l)
A r,so, ,
.' *. 2 r /ti /?cJd tsi
G,C.V /2dr4 AP/20t
Pi-\\ l} _ v N N
L 0 -r t' o t- ci 4» k :
A\IAN /N t ti v fe. a:-1 '�
4. 4.tie
3- rcmgr ;f2,.
Lv41 r .k
M .'
12 /4
AP -CH
?ait N1 . 97t ' r1 E r
A1IA \ \1 S - iea r 1'74
'r( Roof 'o( )46
O AT e . U R 4� ( c $
3" 1 ' N i2. ►I R ocp fit rc ► r
r'- U ►e
To $' o , C't-Ntes
Tv cco_
•
21.' L ) T3�' #.; I/4. Ii,�d,-T (a. 4 "c /�
g 'ft 7,- c..Cr�C, Tig•e,e��` # 4' :Roos Ca
/ZtZ. FFv.g¢'.G i / b� r <4
MOLT .1. ir X I,' SV, r T Pi ''J,
PhrirIr la r , 41 -
tvus:
T
tits cdNc'. 110 -eC~. sS' SNACC;. fjAV 2. "}c.:
RODS (et-ir .;9"r/ eis H" `Y 'S•(.. Ar
96? 6t i� t3S S
14. toAic.
K ' P os 1?► o'�
:c rIoN Cc
.•: -ter..
■
c;FA1l1e E,1),S}o, 4�- �rT1 w1tti
• 1 014xt -rfirA YA1,v( oiz, ' Vtf'}tF . Q4.0avf -.1) e,
t P. c.."‘. .. (?N
AvATAc L.Ar G 4rc...ive. ':
A NC*4 O ft ='x, (a ) .: 3i"
245.JQ
Co�B_s vey�a Paeiir/01
,,2o•4 gr4-041N (i
AL F7fg5. -'To Qs.' / O (ZAP
ALc. /71z - 4 C7 1- "014 IJ r41 5 -
e3 " - o,w0"riont cA
F'c.corL r?oo7r,Vc�g -f�� $s Zro"Y/a " '
ALL. F'7t , \vrrw z.• #tSXc ?Z .
ceIV7 /NV oaf., -
—1- .
re-NC O
FAUL K INNk:
L. o - r - I a L a c Nc
A\1An\I S140.1 r •
0
k i \ W I N"'
- -. •
4- -I<?AP cJ ITT
Vii R.0 • a I T
2i 1 rv.." ct ) tO Sl'RQa7'
A \IA/\ \) °S.HOf2& -S",
Pt4,7-0 * -.4 . ; - - 4'.