BP-05-1102Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 7/28/2005
Applicant: MILDRED
Owner: ADAMS
JOB ADDRESS: 44
Parcel # 1131010170050
NW 93
Contractor BEST GARAGE DOORS INC
Local Phone: (305)821 -9720
Building Permit
Permit Number: BP2005 -1102
ADAMS
MILDRED
ST
Contractor's Address: 9780 NW 79 AVE
Legal Description: CANADAY EXTENSION PB 41 - 71 LOT 5 LOT SIZE 75.000 X 101 OR
Fees: Description Amount
FEE2005 -10282 Building Fee $100.00
FEE2005 -10283 CCF $1.20
FEE2005 -10284 Training and Education Fee $0.40
FEE2005 -10285 Technology Fee $2.50
FEE2005 -10286 Scanning Fee $3.00
Total Fees: $107.10
Total Fees: $107.10
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 1/22/2006 Construction Value: $1,288.00
Work: REPLACEMENT OF GARAGE DOOR
AUG 5 PAID
eHK tDVI
Page 1 of 1
Signed: (INSPECTOR)
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
BUILDING
PERMIT APPLICATION
FBC 2001
Job Address (where the work is being done) '4 rNi W °
City Miami Shores Village
$ Value of Work For this Permit
s
Miami Shores Village
Build' • De . artment
JU
State
EV 'ED
6 2005
Permit Type (circle): Building Electrical Plumbing
Owner's Name (Fee Simple Titleholder) , ed L • ,\ oLQ rs Phone #
Owner's Address L4 ' V • W ct S St- -
City " o v St- .raves State i= l
Tenant/Lessee Name
Is Building Historically Designated YES NO
D o
Permit No., 1
Master Permit No
Mechanical Roofmg
(D'S - "7 O
Zip
Phone #
Q
County Miami -Dade Zip
Contractor's Company Name ST 6 ra 9e DO d v ®
Contractor's Address ? 8 0 ito LA) 19 Ave.
City ( k a le 0! •ep f 1 ', State i Zip 3 3 O I Co
Qualifier 3Q.14 q U G. L
Phone #
Number of: Bays Stories Families Bedrooms
Type of Work: ['Addition ❑Alteration ❑New El Repair/Replace
Describe Work: replacem ® f 3a rage. d00 Pe
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
itNeN Q rr\; S --40 fe ,
365 az I - 9710
Architect/Engineer's Name (if applicable) - Phone #
Architect/Engineer's Address
City
Zip
Square Footage Of Work: 5(0 rijc
Baths
❑ Demolition
****************************F
County Escrow Fee $ Permit Fee $ / 4-Y2° ' Notary $
Educationfrraining Fee $ Tech $ Scanning $ Radon $
Code Enforcement $ Bond $ Struct. $ AUG 2 5 PAID
Minus Plans Check Fee $ Total Fee Now Due $
(Continued on opposite side)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature -A--O\.1-&
Owner or Agent
The foregoing instrument was acknowledged before me this
day oft an d . 20OS,by d ° f4-f d S CE �°ra
Av� ho�is u er o or who has produced
APPLICATION APPROVED BY:
I1ly�Yj � /
Contractor
The foregoing-instrument was acknowledged before me this : ,2 ii 1
day of < l 20 ...5 3 • by ..' c 8
or who has produced
As identification and who did take <�,
0 AR,......... F i g
NOTARY PUBLIC:. �;•o�, sstakg'ij PT BLIC:
n
or 1
Engineer
Chc7/7 /03 Zoning
as identification and who did take an oath.
Sign: 1� aQ c'vg,
Pant: AA c i —
. ®a,
o' #DD 250680 fir. rt � mh
Commission Expires: 4 Commission lies: �'�' °
- ('7 j a o cry X99 ?� y dad N � :' p� �` \ ‘ p,N1 E. R • �` A
.. .. F� As ti '
****** ********** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * •• •.• r1 0
C ertificate o IW
( t t ��mpetencyHolder)
• *_
State Do6w
Ce r t ificate of Competency No.
® e
tate Certificate or Registration No.
a
9 's�P d d•� S ~ � ti
0 i��ruim��e�o��
Z 22 Plans Examiner
MIAM
• ..
MTAMra>•ADE coverer, FLORIDA
M RO- DADEPLAOLBRBUILDING
BtJ1W G CODE compuANCE OFFICE (BCCO) 140 WEST FLAG= STREET, BUTTE 16t#_
PRODUCT CONTROL MINION MIAIVII, PIrORMA 33136�L�b3.
(303) 375.2901 PAR (305) 375409
•NOTICE OF ACCEPTANCE OA
Clopay Building Products Co.
8585 Duke Blvd.
Mason, OH 45040
SCOPE: This NOA is being issued under. the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami Dada County Product Control Division and accepted *the Board .
of Rules and Appals (BORA) to be used in Miami Dade Cormty and other areas where allowed by the Authority Having ;-
Jurisdiction (AHJ).
This NOA shall not be valid alter the expiation date stated below. The Miami Dade County Product Control Division (In
Miami Dade County) and/or the ANT (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If thls product or material fails to performs in the accepted manner, the ' f
manufacturer will incur the expense of such testing and the Ant may immediately revoke, modify, or suspend the use of such
product or material wItldn t sir jurisdictIan. BORA reserves the right to revoke IM, acceptance, if it is defined by Miami -
Dade County Product Control Division that thls product or material fells to meet the requirements of the applicable building
code.
This product is approved as described herein,. tad has been designed to comply with the Aigh Velocity Th rioane Z nn
Florida Building Coda
DESCRIPTION: Sectional Garage Door 9 0" Wide,. •
APPROVAL DOCUMENT: Drawing No. 101702.2A, titled 'Door Models: 83, 84A,•93, 94, 1193 & 1194", dated 11/18196
with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. •
Westerfield, PE., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number
and expiration date by the Miami Dada County Pmduct Control Division.
MIME IMPACT RATTING: Large and Snail Mis& Impact -
LABELING: gach unit shall be a permanent label with the name or !ago; city, state and following
statement; "Idiami -Dare Canty Product Control Approved', unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no chaio_ge.In uia ;, .
applicable building code negatively afiectiag the pedbrmance of this product.
TERMINATION of this NOA will occur aurae the explzation date or if there has been a revision or change in the materials;
am, andkr ate of the product or process. Misuse of this NOA as an endorsement of any product, for sales,
advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of the NOA
ebaII be cause for taaninaeton and removal of NOA. • •
I fP4TION: This approval iequbes dteneumfactmxr to do tasting of all coils used to fabricate door panels under this
• N of . m of 2 spe tmem abaf be eat from cads soil and tensile tested according to ASTM El by a
• • labo atory selected and paid by the manuf cmrar Every 3 months, fo tines a year, the manofactmer .,
sh this einae a Dopy of the tested reports with confirmation that the specimen were selected from coils. at 111C!..
• : manufacturer prefueden facilithm. And a noterhoed statement hem the Manufeeemer that • only cove with yield strentth of.g
• • 280009d or moesd of be used to make door parade flrDade County under this Notice of Acceptance
. d ISF10Qi11 Ee The. NOA number preceded by the words Miami Dade County, Florida. and followed by the
• aspiration date. sayer ,displayed in sdv If any portion of the NOA is displayed, then it shall be done is its • •
• • II�F.CTIONt A copy of thla entire NOA shall bec pro�rvlded to the user by the or its distn$ators and shall be
• • available for hJp&11od at the job site at the segueet of theB tg Ol&da1.
• is ab A r NOA# 01.0326.01 ooffitste of ids page 1 ss wool as the approval docamaat mentioned above. •
• Theaohmitted ioc,>ameadadoa wan reviewed by
•
411
1
NOA No 03-0428.04
Expiration Data August 21, 2008
Approval Date: Jane 5, 2003
Page l
A. DRAWINGS
1. Drawing prepared by aopay Building Products Compaq, titled "Door Models 83,
84A, 93, 94, H93 & H94", DrmvingNo.IOl732 24, dated 11/18!96, with last revision
on April 2003, sheets 1 of 1, signed and sealed byM W. Westerfiel4 PE
a TESTS
1. Test report of large missile impact test pet PA 201, cyclic wind pressure test per PA
203 and uniform static air pressure . test per PA 202 on "9' x 8' door model 73
prepared by American Test Lab of South Flor* report No. ATL 11120196, doped
11/13/96, signed and sealed by W Mehner, PE
A mircarAL currawAttore
1. Tensile test report No. CTL986B, prepared by Certified Testing Laboratories,
12/16/96, signed and sealed by It Peet: PE .
2. Salt Spray Exposure test *report No. MTS 258592, prepared by Celotex Corporation
TestingService4 dated 08/17/98, signed and sealed by G. Miner, PE
• E. STATEMENTS.
• 1. Affidavit 0f minbnwn yield strength compliance prepared by Mark Westerfield .
employed by Clopay Buila9ng Products Company, signed by M Westerfield and
notarized by S E Rodenlirtrrser on 05/05/03.
3 Affidavit of no finwwlal interest prepared by Mark W Weste flelc4 PE with no date,
signed byM W WestetfieldPE and notarised byM E Kidsley.
•.... • 4 Letter of code cr pfa�eprepared by 7opay Bunning Products Co. on 01/10/97,
and sealed byDM W. Westerfield PE
• :. • • • 5 Letter of no change issued by Clopay Building Products on 04/23/03 signed and sealed
• • Oct Testerfie&4 PE
• •. ....
• • • •. . •
•• • ••••
•
• .. •
•. • • •
• •. . •.
. ..
Clem Randier iroduets Co • �...
CALCULATIONS
1. Calculations dated 01/10/97: pages 1 through 2, prepared by M W Westerfield
signed and sealed b;PM W. Westerfield PE
•
• •
• •
•. •
• ..
N ' CE Off' ACCEPTANCE• EVIDENCE SVBMTT
(For File ONLY. Not part of NOA)
•
a -1
Candido F. Font, PIC.
Senior Product Contr l/401oa
NOA No 03.042804
Es ton Date August 21, 2008
Approval Date: June 5, 5003
DOOR
HEIGHT
t.
BRACKET PLACEMENTS
X I' I "X2°
I X3
I 'xa'
XI j
"X5
6 -6"
70
3-1/2 10
I 35"
160'
-
7' -0
76"
3-1 /2' 10"
36'
166" 1
-
—
7 ' -6'
8
-1/2 10
34'
5E" t
- 1
-
8 -0
85
2 110
34
58 I
-
& -6'
o r—
/ ' 1 '
34"
58'
52"
-
1 1
44
3.-1/,
0 4
1
9 -6
106
3-r/2
• 10'
34
155
82'
10' -0'
112'
3 -1 2'
10'
34
55'
52" I
-
t e -6"
)1i
•1 -1 /Y
IR•'
14'
i =A 1
A':"
1f1F'
1 — 0"
124
1 -1 / ?" 1 1S
14'
a; T' 1
g,"
ins.
1' -6
130
1 -1J0" in
S4
T SP'
, f
1 /1F."
2' -O'
36'
3 -1 2' 10'
34"
155'
82" I
106"
MODE! . -- lilt - 1 1 111111111111
8 83 84A 93. 94, H83 H94
C4.
11[ _ 11111 _ 11111 11111! _ 1111
END STILES ATTACHED TO DOOR SKIN WITH PATENTED
r TOG -L-LOC SYSTEM (TOP. 90TTOM4. & CENTER)
r ONE INTERUEOwTE STILE 5ETWEE >i EACH EMBOSS
/ ATTACHED WITH TOG -L -LOC (TOP & BOTTOM)
/ URETHANE ADHESIVE (ALONG CENTER)
f'
`- LOCATION OF OPTIONAL VENTS
&MAXIMUM VENT OPENING: 60 we
MAX. DOOR WIDTH a 9' 0'
INSIDF FI P1411UN
TA3L 1
i3
• L
• • • u. •' . i
• • •••
• •
•.L -X' E
1111. a
NUMBER OF
SECTIONS *
DOOR
1 HEIGHT
1 6'0" 70 7'0"
7'6' 10 8'r 5
19'0" TO 10'6 6
1 D 4' TO 12 7
SECTION ARE EITHER 18" OR 21" HIGH
•
13 GA. GALV. STEEL FLAG BRACKET.
• EACH rAsrENED TO WOOD JAMB WITH
• • • Pi 5/16'21-5/8" WOOD LAG SCREW..
•
• • TRACK CONFIGURATION
• •
• •
•• ••
i • •
• •
''" GALV. STEEL TRACK.
TW..1: THICKNESS: .060
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO Si1TT)1I1
N .
1 .4
�TYP. 2- 1/2'x12 GA. GALV. STEEL TRACK BRACKET.
(4 TRACK BRACKETS PER SIDE UP TO 8' HIGH).
( 5 TRACK BRACKETS PER SIDE UP TO 10' HIGH
6� TRACK BRACKETS PER SIDE UP TO 12' HIGH).
SEE END HINGE
DETAIL
SEE INTERmED. HINGE
DETAIL
--TWO P01147 LOCKCINL
INTO TRACK PER
SFBC 3603.2
6/5" MIN. ENGAGEMENT
(OPPOSITE SIDES •
OF DOOR)
(SEE LOCK OPTIONS)
T SLIDE BOLT
/ LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
!JJ EACH SIDE
OF DOOR.
1N510E SLIDE 80LT
t9Cx 0 -TiQ
END-
STILE
T ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED
/ TOG -L -LOC S:STEM (TOP. BOTTOM, it CENTER)
CNE INTERMEDIATE STILE BETWEEN EACH EMBOSS
ATTACHED WITH TOG -L -LCC (TOP & BOTTOM)
AND URETHANE ADHESIVE (ALONG CENTER)
LOCATION OF OPTIONAL VENTS
MAXIMUM LENT OPENING: 60 IN'
MAX. DOOR WIDTH Q e•-1S
INSIDF E;L4AT1ON
INTER.
STILE
OUTSIDE �
HANDLE
CUTESY)' '(El"0 I CCK
V. CAF. 1 TICKING
225 WCCO JAMS
•- ENE
r.1 1 STILE
- LOCK
EAR
GUIDE
L. LOCK BAR
ENGAGES IN
TRACK 0
EACH SIDE
OF CC-CAR.
TWO 1 /4- RT.tTS '
NOV: SUPPORTING STRUCTURAL ELEMENTS SHALL 5E DESIGNED
BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS
SHOWN ON THIS DRAWLING.
EACH SIDE OF DOOR.
•
INTER. STILE
•
•
•
•
OUTSIDE
HANDLE
(5£E LOCK OPTIONS)
; 3 GA END 1- 11N
• TV/0 P01147 LOCKING
11410 TRACK PER
SFEC 3603.2
X �5/6' 11114. ENGACEMENT
00
OF DOOR)
SIDES
- STOP 1A0ULD;14C EY DOOR
:: INSTALLER (TO SUIT)
GA.
.,/. % <'��i: /v: ' >.��' r 2
f 20 t.I1N. CALV. STEEL END se r
I
' ■
/ I 0 GA. GALV. STEEL INTER. STILE
12 GA. GALV. STEEL TRACK
!RACKET FASTENED TO WOOD J"
JAMB WITH ONE 5/15'21 -5/8' k= •
WOAD LAG SCREW PER BRACKET-
S END
STILE
INSIDE HANDLE
nUTSRk KFYF11 T or.K
SNAP CATCH LOCK OPT1i?N
1425/E" SHEET lETAL SCREW
. Q 0
\ID/ 1/4 x3/4 SELF TAPPING SCREWS
18 Ga.. GALV. STEEL INTER. HINGE
I 1 1
FASTENED 70 CENTER STILE W /(4)
2' CALV. STEEL TRACK EACH 11425/8' SHEET METAL SCREWS.
FASTENED TO TRACK BRACKETS.
EACH &RACKET ATTACHED WITH ONE ' -7/18" PUSHNLIT INSTALLED ON ROLLER
t /A'a E BOLT it NUT D.E , SHAFT FOR UNRESTRICTED DOOR OPERATION.
TA G114 C '32Wzai n ✓ _
FASTENED TO END STILES W /(4) EACH. '
:AMR COlInGURA1r3ti *14x5/ 6' S14EET lE'1AL SCREWS 3 (4)
i :'• ; . 1/4'113:4- '.•SELa` PARAT1t')N 0F'..=;4 C P`• OTHEi`r:' - 27...S1TEEi tgL'
t CI pay
Building Products
Company
'I:r rir.ritia
SNAP LATCH ENGAGES f.:i.:ral Dauc o CunInci
ONTO VERTICAL TRACY at l1Y13 I
I Dli
ONE SNAP LATCH ON
24 GA. MIN. 0 - 4 0 MIN. GALV. STEEL - • i
(MIN. YIELD STRENGTH: 28 K5:,
DRAWING DUALITY) WTTFI PRIMER AND .
6AKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
1 INSTALLER ' RETA,L
I 1.1.3DEL I L+CDE: I DESCRIPTION'
MARK" W.. WESTERFI LG .
FLQRItA REG1 TRATi0L4 - P4 ; *6 : 48y
J CI ma+k.AL ENGINEERING
1g ^3 .. it.TCP- HIt.:Gr
CLOPAY BUILDING FRODUCTS CO1JPA•ri
8585 DUKE BLVD.
MA3014, 014 45040
(513) 770 -4E00
T� ra I v
It 1 7 -6 -97 1 ADDED MAYitaU1,1 V QrNINC
71 3/16 /01i 0 -40 1414N. WAS 0 -5ii
13 I ./2003 • *COM LVTEsOED 04EIT:HT u
-� - 2' THICK
•
v
-4.1" our 1.42
°•° 11/18/9F •
i F - uww
D(0204.
SFC1771 .. —A
12 GA. GALV. STEM. TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(a)
1065/9' SHEET METAL.
SCREWS.
- SHIP LAP JOINTS.
1 4 GA. GALV. STEEL
/ ENO HINGE. EACH
FASTENED TO END
STILES W /( 1 4x5 /8
SHEET METAL SDR
& (4) 1/e SELF
TAPPING SCREWS,
2-1/4%20 GA. GALV. STEEL
U -BAR. TWO U -BARS PER
SECTION. EXCE - PT 3R0 SECTION
WHICH HAS ONE U -BART.
U -OARS MADE FROM 80 KSI
ZTTEEEL. EACH U -BAR ATTACHED
!.E
w/(2) PNG SCREW' PER 5TILE.
'- 1, GA. GALV. STEEL E•DT TOM
` BRACKET. ATTACHED W/(2)
P 314x5 /E SHEET M;IAL -.::nE Z.
ALUMINUM EX?RL'SI ;ta
S .1NYL WEATHERSTRIP.
?S, H93 ; 83 I ?' GA. STEEL SKIN: 18 GA. STEEL END STILL_ I
G. H94- i &AA I 2L •:a STEEL SKIN' 15 GA PAINTED STEEL =14i1 _TILES
• - AIL... DOOR MOEIELE ARE RAISED PANEL EM50_5
• •
• • ••••
• • •
THE 2,G •/ERi1CAL. WOOD JAMBS AIiE Ti BE CRAB ^ ?
OR BETTER YELLOW PINE. NO LW .L% T TRANSFERMW
Mt3
TO THE HORIZONTAL (TOP) JA q :.E JAMB rtSTENERS
MAY BE (BUT NO7 REQUIRED) CsJl1P1!5R6UNK 1(1 PROVIDE
' FLUSH MOUNTING SURFACE. • • • • • • •
• • • • •
225 WOOD JAM8 CAN BE ANCHOREE+ GROUT RE
BLOCK WALL OR CONCRETE COLIAni 8{ CE1,LS •,HALL ••11
BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
,5 BAR EXTENDING INTO THE FddntgG AND INTCT'TIE 'STEAMS.
ANCHORS CAN BE 1 /4'x1- 3 /4 •1l4SE•D.7APCON CONCRETE
ANCHORS STARTING AT NO MORC THAN le" FRO �O�TOM
&t#1 CLG. LELV I11 1 14 .1 1 8'r4 (1 -374` Em
RAWL LOK/SOLr'AEI ° co giR> "
FROM BOTTDM AND 24" O.C. ••••
i
••
•14
•
• ••• •
• • •
•• •
DESIGN LCADS: +42.0 PSF & -45.0 PSF.
G/:3AIV fQJ-
10170Z-24
9'01Y , 121)'14
°C'¢..' 000R MODELS:
83. 84A. 83. 94, H93, H94
•
••4
•
••4 •••
3
•••
•
•
•
•••
•
••
• •
•
•
•
•
i••
•
II
111111111111111 I
I 11
11 1
I L �_., , �
i s
�� s
s i
o r—
W
. CI �. 11 1
1 1
1 1 z
z .
—
8 83 84A 93. 94, H83 H94
C4.
11[ _ 11111 _ 11111 11111! _ 1111
END STILES ATTACHED TO DOOR SKIN WITH PATENTED
r TOG -L-LOC SYSTEM (TOP. 90TTOM4. & CENTER)
r ONE INTERUEOwTE STILE 5ETWEE >i EACH EMBOSS
/ ATTACHED WITH TOG -L -LOC (TOP & BOTTOM)
/ URETHANE ADHESIVE (ALONG CENTER)
f'
`- LOCATION OF OPTIONAL VENTS
&MAXIMUM VENT OPENING: 60 we
MAX. DOOR WIDTH a 9' 0'
INSIDF FI P1411UN
TA3L 1
i3
• L
• • • u. •' . i
• • •••
• •
•.L -X' E
1111. a
NUMBER OF
SECTIONS *
DOOR
1 HEIGHT
1 6'0" 70 7'0"
7'6' 10 8'r 5
19'0" TO 10'6 6
1 D 4' TO 12 7
SECTION ARE EITHER 18" OR 21" HIGH
•
13 GA. GALV. STEEL FLAG BRACKET.
• EACH rAsrENED TO WOOD JAMB WITH
• • • Pi 5/16'21-5/8" WOOD LAG SCREW..
•
• • TRACK CONFIGURATION
• •
• •
•• ••
i • •
• •
''" GALV. STEEL TRACK.
TW..1: THICKNESS: .060
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO Si1TT)1I1
N .
1 .4
�TYP. 2- 1/2'x12 GA. GALV. STEEL TRACK BRACKET.
(4 TRACK BRACKETS PER SIDE UP TO 8' HIGH).
( 5 TRACK BRACKETS PER SIDE UP TO 10' HIGH
6� TRACK BRACKETS PER SIDE UP TO 12' HIGH).
SEE END HINGE
DETAIL
SEE INTERmED. HINGE
DETAIL
--TWO P01147 LOCKCINL
INTO TRACK PER
SFBC 3603.2
6/5" MIN. ENGAGEMENT
(OPPOSITE SIDES •
OF DOOR)
(SEE LOCK OPTIONS)
T SLIDE BOLT
/ LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
!JJ EACH SIDE
OF DOOR.
1N510E SLIDE 80LT
t9Cx 0 -TiQ
END-
STILE
T ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED
/ TOG -L -LOC S:STEM (TOP. BOTTOM, it CENTER)
CNE INTERMEDIATE STILE BETWEEN EACH EMBOSS
ATTACHED WITH TOG -L -LCC (TOP & BOTTOM)
AND URETHANE ADHESIVE (ALONG CENTER)
LOCATION OF OPTIONAL VENTS
MAXIMUM LENT OPENING: 60 IN'
MAX. DOOR WIDTH Q e•-1S
INSIDF E;L4AT1ON
INTER.
STILE
OUTSIDE �
HANDLE
CUTESY)' '(El"0 I CCK
V. CAF. 1 TICKING
225 WCCO JAMS
•- ENE
r.1 1 STILE
- LOCK
EAR
GUIDE
L. LOCK BAR
ENGAGES IN
TRACK 0
EACH SIDE
OF CC-CAR.
TWO 1 /4- RT.tTS '
NOV: SUPPORTING STRUCTURAL ELEMENTS SHALL 5E DESIGNED
BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS
SHOWN ON THIS DRAWLING.
EACH SIDE OF DOOR.
•
INTER. STILE
•
•
•
•
OUTSIDE
HANDLE
(5£E LOCK OPTIONS)
; 3 GA END 1- 11N
• TV/0 P01147 LOCKING
11410 TRACK PER
SFEC 3603.2
X �5/6' 11114. ENGACEMENT
00
OF DOOR)
SIDES
- STOP 1A0ULD;14C EY DOOR
:: INSTALLER (TO SUIT)
GA.
.,/. % <'��i: /v: ' >.��' r 2
f 20 t.I1N. CALV. STEEL END se r
I
' ■
/ I 0 GA. GALV. STEEL INTER. STILE
12 GA. GALV. STEEL TRACK
!RACKET FASTENED TO WOOD J"
JAMB WITH ONE 5/15'21 -5/8' k= •
WOAD LAG SCREW PER BRACKET-
S END
STILE
INSIDE HANDLE
nUTSRk KFYF11 T or.K
SNAP CATCH LOCK OPT1i?N
1425/E" SHEET lETAL SCREW
. Q 0
\ID/ 1/4 x3/4 SELF TAPPING SCREWS
18 Ga.. GALV. STEEL INTER. HINGE
I 1 1
FASTENED 70 CENTER STILE W /(4)
2' CALV. STEEL TRACK EACH 11425/8' SHEET METAL SCREWS.
FASTENED TO TRACK BRACKETS.
EACH &RACKET ATTACHED WITH ONE ' -7/18" PUSHNLIT INSTALLED ON ROLLER
t /A'a E BOLT it NUT D.E , SHAFT FOR UNRESTRICTED DOOR OPERATION.
TA G114 C '32Wzai n ✓ _
FASTENED TO END STILES W /(4) EACH. '
:AMR COlInGURA1r3ti *14x5/ 6' S14EET lE'1AL SCREWS 3 (4)
i :'• ; . 1/4'113:4- '.•SELa` PARAT1t')N 0F'..=;4 C P`• OTHEi`r:' - 27...S1TEEi tgL'
t CI pay
Building Products
Company
'I:r rir.ritia
SNAP LATCH ENGAGES f.:i.:ral Dauc o CunInci
ONTO VERTICAL TRACY at l1Y13 I
I Dli
ONE SNAP LATCH ON
24 GA. MIN. 0 - 4 0 MIN. GALV. STEEL - • i
(MIN. YIELD STRENGTH: 28 K5:,
DRAWING DUALITY) WTTFI PRIMER AND .
6AKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
1 INSTALLER ' RETA,L
I 1.1.3DEL I L+CDE: I DESCRIPTION'
MARK" W.. WESTERFI LG .
FLQRItA REG1 TRATi0L4 - P4 ; *6 : 48y
J CI ma+k.AL ENGINEERING
1g ^3 .. it.TCP- HIt.:Gr
CLOPAY BUILDING FRODUCTS CO1JPA•ri
8585 DUKE BLVD.
MA3014, 014 45040
(513) 770 -4E00
T� ra I v
It 1 7 -6 -97 1 ADDED MAYitaU1,1 V QrNINC
71 3/16 /01i 0 -40 1414N. WAS 0 -5ii
13 I ./2003 • *COM LVTEsOED 04EIT:HT u
-� - 2' THICK
•
v
-4.1" our 1.42
°•° 11/18/9F •
i F - uww
D(0204.
SFC1771 .. —A
12 GA. GALV. STEM. TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(a)
1065/9' SHEET METAL.
SCREWS.
- SHIP LAP JOINTS.
1 4 GA. GALV. STEEL
/ ENO HINGE. EACH
FASTENED TO END
STILES W /( 1 4x5 /8
SHEET METAL SDR
& (4) 1/e SELF
TAPPING SCREWS,
2-1/4%20 GA. GALV. STEEL
U -BAR. TWO U -BARS PER
SECTION. EXCE - PT 3R0 SECTION
WHICH HAS ONE U -BART.
U -OARS MADE FROM 80 KSI
ZTTEEEL. EACH U -BAR ATTACHED
!.E
w/(2) PNG SCREW' PER 5TILE.
'- 1, GA. GALV. STEEL E•DT TOM
` BRACKET. ATTACHED W/(2)
P 314x5 /E SHEET M;IAL -.::nE Z.
ALUMINUM EX?RL'SI ;ta
S .1NYL WEATHERSTRIP.
?S, H93 ; 83 I ?' GA. STEEL SKIN: 18 GA. STEEL END STILL_ I
G. H94- i &AA I 2L •:a STEEL SKIN' 15 GA PAINTED STEEL =14i1 _TILES
• - AIL... DOOR MOEIELE ARE RAISED PANEL EM50_5
• •
• • ••••
• • •
THE 2,G •/ERi1CAL. WOOD JAMBS AIiE Ti BE CRAB ^ ?
OR BETTER YELLOW PINE. NO LW .L% T TRANSFERMW
Mt3
TO THE HORIZONTAL (TOP) JA q :.E JAMB rtSTENERS
MAY BE (BUT NO7 REQUIRED) CsJl1P1!5R6UNK 1(1 PROVIDE
' FLUSH MOUNTING SURFACE. • • • • • • •
• • • • •
225 WOOD JAM8 CAN BE ANCHOREE+ GROUT RE
BLOCK WALL OR CONCRETE COLIAni 8{ CE1,LS •,HALL ••11
BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
,5 BAR EXTENDING INTO THE FddntgG AND INTCT'TIE 'STEAMS.
ANCHORS CAN BE 1 /4'x1- 3 /4 •1l4SE•D.7APCON CONCRETE
ANCHORS STARTING AT NO MORC THAN le" FRO �O�TOM
&t#1 CLG. LELV I11 1 14 .1 1 8'r4 (1 -374` Em
RAWL LOK/SOLr'AEI ° co giR> "
FROM BOTTDM AND 24" O.C. ••••
i
••
•14
•
• ••• •
• • •
•• •
DESIGN LCADS: +42.0 PSF & -45.0 PSF.
G/:3AIV fQJ-
10170Z-24
9'01Y , 121)'14
°C'¢..' 000R MODELS:
83. 84A. 83. 94, H93, H94
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