29 NE 102 St (11)MIAMI SHORES VILLAGE
BUILDING DEPARTMEN
305- 795 -2204
Bui ding Ins .e • Re
Date
Type Insp'n
Permit No.
Named /0
Address
Company
Phone #
Inspection Date
Correction
Re- Insp'n Fee
gj
0
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle):
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Master Permit No.
Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) L) (Ad 1 k\ A r y)(1 5t f O fl Phone # `o 5- 5 g- 060
Owner's Address a e 1 Ca S a
City PA; (IYY1)' S hores State c r l , Zip 33tJQ p.
Tenant/Lessee Name Phone #
Job Address (where the work is being done) aC) JO& t
City Miami Shores Village County • Miami -Dade Zip & (�
Is Building Historically Designated YES NO V
Contractor's Company Name OCfe( Phone #
Contractor's Address
City State Zip
Qualifier
State Certificate or Registration No. . Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit --/SO .00 Square Footage Of Work:
Type of Work: ❑Additi / on ['Alteration ❑New ❑ Repair/Replace ID Demolition
Describe Work: Ol 1 1 G (A) () l ��61.1 ( � y)6
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee ScU') . CC) Permit Fee $ 1lN CCF $ ( Q CO /CC
Notary $ Training/Education Fee 5 V
Scanning $ l5`_.. Radon $ • Zoning Bond $
Code Enforcement $ Structural Plan Review. $ 50 .00
Total Fee Now Due $
(Continued on opposite side)
Technology Fee $ 1-)7/ 0
iJOO ,00 CL 306a
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.
The fore
day of
who is p
J
1
20
M
Owner or Agent
ing instrument was acknowl e
y
er
s 1 / - d II t-
NOT • L C'
• �'_ a.
Expi
Signature
N
Si
P rint:
My Commission Expi
* * * * * * * * * * * * * * * * * * * **
lly known to me or who has produced
entification and who did take an oath.
APPLICATION APPROVED BY:
Chc 05/13/03
11 ►:
tget : _ :� e me tl
'I1, 1
; v el V PUBLIC:
� • ; #DD2)1984 Sign:
07
Atlantic Bonding Co., lnc.
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 by
who is personally known to me or who has produced
as identification and who did take an oath.
Print:
My Commission Expires:
****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
AUG 16
g///.
S j ec :1
/ /�
2 q /nI
ee.ti
)71Z 87/7l04— 51
Engineer
Zoning
OWNER BUILDER DISCLOSURE .STATEMENT
ran gy
Located at: c 1Oa
Legally described as .
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure
Statement, which entitles me td *ork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the constF uction yourself. You may build or
improve a one - family or two-family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
constriction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal licensing
ordinances. Any person working on your building who is not licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Proof of ownership provided ( )
Was acknowledged before me this 10 day of
By ocao-h
Produced
VILLAGE OF MIAMI SHORES
BUILDING DEPARTMENT
being the legal property owner, for the property
DISCLOSURE STATEMENT
initial of reviewing clerk. The foregoing instrument
20
who is personally known to me or who has
as identification and who did take an oath. •
Building Permit
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2004 -1088
Printed: 8/18/2004
Applicant: JUDITH
Owner: ARMSTRONG
JOB ADDRESS: 29 NE 102
Contractor
Local Phone:
Parcel # 1132060131650
ARMSTRONG
JUDITH
ST
Contractor's Address:
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 15 & LOT 16 BLK 12 LOT SIZE
Fees: Description Amount
FEE2004 -8416 Building Fee $100.00
FEE2004 -8417 CCF $0.60
FEE2004 -8418 Notary Fee $5.00
FEE2004 -8420 Training and Education Fee $0.20
FEE2004 -8426 Technology Fee $2.50
FEE2004 -8427 Structural Fee $50.00
FEE2004 -8428 Scanning Fee $15.00
Total Fees: $173.30
Permit Status: APPLIED Permit Expiration: 2/6/2005 Construction Value: $750.00
Work: AWNING OVER WINDOWS ON SOUTH SIDE AND WEST SIDE
Total Fees: $171�31,l30
Total Receipts: (6�
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:
PROPOSED AWNING "B"
• SCALE: N.T.S.
MEAN ROOF HEIGHT= +15' -0" 40
5 � 1.
1Y�io
PI P 4 PI PE)
� V � J,II 51 f1'
FO Rtvi
TEL 305 265 -2094
PARADISE
FAX: 305 265 -2094
AWNINGS 7491 N.W. 8 ST. MIAMI, FLORIDA 33126
JUDY 42.1-1 S TRO
1
7/21/04
CO CO
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CO LL 4a r CO
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an < - es)
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2 {-
3 /8 "0x5" LONG
SIMPSON WEDGE
ANCHOR W/ 3 3 /8"
Min. EMBEDMENT
DETAIL "X"
. SCALE: N.T.S.
EXISTING POURED
CONCRETE REQ'D.
L J
TEL: 305 26 -2094
FAX: 305 265 -2094
PARADISE AWNINGS 7491 N.W. 8 ST. MIAMI, FLORIDA 33126
0 SEE LEGEND
PIPE LEGEND
ALL PIPES 1Y4"0 SCH. 40
(GALVANIZED COLD FORMED STEEL.)
2" X 2" X Y4 STEEL PLATE
J U D 'C A 2 1`1 5 T 2 O N G
2 cj !uE 102-ST 1
7/21/04
This'property.described as:
Lots 15 and 16, Block 12,
AN AMENDED PLAT OF -
MIAMI SHORES SECTION NO. 1,
according tb the Plat
thereof, as recorded in
Plat Book 10, Page 70
of the Public Records of
Dade County, Florida.
Not valid unless embossed
with Surveyor's Seal.
J
a
PROPERTY OF: Armstrong , Judy A:,
WoOv POLE
/.O a .
23. 4-o
TJ T..J
I Q
TI
CcagC.. • •
Sid c- f JI C.IJ Y��yi
0 tci L3 '76 cif
1.3 1
•A /o DA/LL
0
Fla. Reg. t.and rveyor No.
,E3 , e ,4. rr; z
20 Ahcci
1\1 E 1 O 2 � ° RcET
A BOUNDARY SURVEY
I hereby certify that the survey repre-
sented hereon meets the minimum
technical standards s t forth !sv the
Board of Land Surve ors pursu
Section 472.0 Fla. atutes. pi re are
noencroao erla.� mentsj
show 134 at ._r n as
��wca1WA
29 N.E. 102nd Street, Miami Shores,
HOLE
bo
DAT� 12. /1
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6 WOOL)
SCALE DRAWN BY
c§� It' 2 c›.i Mrtl_-
Page 1 of 2
o. /d
9 -24 -03 "Recertified ", Names and Certified To revised and Flood
Information and Zip Code added. 2,1417f%104
9 -29 -03 Names revised. �Orvij�0 775 SAS(
cL.
/
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CO
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LANNES and 6Ac el%1, I IP8
L.B. #2098 - BEALE SMITH #5238
ENGINEERS - LAND SURVEYORS - LAND PLANNERS FF1 aa
3aL z a r v u� Co is l� rli1a87d5
Mailing address: P.O. Box 561131, Miami, Florida 33156
(305) 666 -7909
DRWG. NO
189 -9956
152245
2 523.
2
PERMIT NO. •
ADDRESS:
MIAMI SHORES VILLAGE
BUILDING / ZONING DEPARTMENT'
SECTION
BY
DATE
ZONING'
ELECTRICAL
MECHANICAL
PLUMBING
FIRE
PUBLIC WORKS
STRUCTURAL
BUILDING OFFICIAL
1. Subject to compliance with all Federal. State.
Canty. Village rues end regulations. Wage castrates
no responsibility tor accurecy otlor resits from
these plans.
2. This copy of plans must be available on
building site or no Inspection VII be conducted.
JOB AODRESS • .44 v E /0,1 5.7
APPLICANT / 1 ' - d 5 71e O/L16
PHONE #
APPUCATION
SHEET OF
MISCELLANEOUS
• p
ZONING:
UM 1 1QUE SHEET
COMMENTS
Ch P Sll y o
J
ovi g reen �iatts
J
G led
INITIALS
MIAMI SHORES VILLAGE � \
BUILDING DEPARTMENT ' J
305- 795 -2204
Building Inspection Request
Date
Type Insp'n , 5c � �/ •
Permit No. Dy�iJP O j t 330
Name
Address
Prorn
J I G2 5-�-
Company 0
Phone #
Inspection Date 31?-)1
Approved ❑
Correction
Re -Insp' n Fee ❑
AA"geL A-&- � O
MIAMI SHORES VILLAGE O
BUILDING DEPARTMENT r"J
305- 795 -2204
Building Inspection Request
Date S. )
Type Insp'n 2 �— �� —�,^� •
di
Permit No. e 0/4-330.
Name M S()
Address 29t I ' l5-4-
Compan
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
c)—$41,
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204 "
Building Inspection Request
Date 513
Type Insp'n
Permit No. 6P _r — 3
Name AY rnSfron
Address £q b JL, )O
Company 0 w►' `Q
Phone #
Inspection Date 5/4
Approved
Correction
Re -Insp' n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Builuing Inspection Request
Date 1
Type Insp'n (cxag4 C
Permit No.. �? O9-00 — 336
�
Name �r"m5 k n
Address 0-- 1\i t— [V1 3-1--
Compan OCN' "w •
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle):
Owner's Name (Fee Simple Titleholder)
Owner's Address a9f,, ) v E. 10 a sT
City m 1 •a YYl S I 1 o (eS State c
Tenant/Lessee Name Phone #
•
Job Address (where the work is being done) a Joe 10
City Miami Shores Village County Miami -Dade Zip 3a j3
Is Building Historically Designated YES NO
Contractor's Company Name OCR °� ( _
Contractor's Address
City State Zip
Qualifier
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit 4570 °0
Type of Work:
Describe Work:
Submittal Fee $ SO
Notary $ ..._.
Scanning $ 9
Code Enforcement $ �—
-00
Total Fee Now Due $
(Continued on opposite side)
❑Add ❑Alteration ❑New
Pc pi cAcc oar (100(3 y
* * * * * * * * * * * * * * * * * * * * * * * * ** Fees ** * * * * ** * * * * * * * * * * * * * * * * * * * *
at
Technology Fee $ 5
Radon $ ` Zoning Bond $
Permit Fee $
Training/Education Fee $
. D
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Electrical Plumbing Mechanical Roofing
14! Mth G Phone # %act
Zip ( `3
Phone #
Square Footage Of Work:
Of Lf-D
Structural Plan Review. $
CL L'
\ ----------
Permit No. 41 — 330
Master Permit No.
Repair/Replace ❑ Demolition
CCF $ CO /CC
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 Signature
Owner or Agent Contractor
(
The foregoing instrument was acknowledged be . - e this 10 The foregoing instrument was acknowledged before me this
day of a , 20 ( , by 0 lit A , day of , 20 _, by
who is .ersonally known to me or who has producedN T C , who is personally known to me or who has produced
12 As identification and who did take an oath. as identification and who did take an oath.
NOTAR PUBLIC: NOTARY PUBLIC:
Sign: ••.,,, Mabel Vargas Sign:
S VP @'
*.= Commission #DD231984 Print:
_. Expires: Jul 13, 200 /
My Commission Exp i ' � oFF; , e : Bonded Thru My Commission Expires:
" Atlantic Bonding Co., Inc.
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
(Certificate of Competency Holder)
State Certificate or Registration No.. of Competency No.
************************************************************ K * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
MAR 112004
APPLICATION APPROVED BY:
Chc 12/15/03
Plans Examiner
Engineer
Zoning
I •J 4 \ 14 Atrms ran
Located at: cacl 0 J 0 3-
VILLAGE OF MIAMI SHORES
BUILDING DEPARTMENT
OWNER BUILDER DISCLOSURE STATEMENT
being the legal property owner, for the property
Legally described as .
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7),,snd I have read and understand the following disclosure
Statement, which entitles me to alvork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
DISCLOSURE STATEMENT
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contactor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two - family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal licensing
ordinances. Any person working on your building who Is not Licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding taz and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument
Was acknowledged before me this IC) day of OatC 20 CA
By j h A t\ r � who is personally known to me or who has
Produced D f l 1 i d '&I'- I C as identification and who did take an oath.
ividft V • rgas
Commission #DD231984
Expires: Jul 13, 2007
Bonded Thru
tlantic Bonding Co., Inc.
•
•
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI- DADE.COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE :1603
.,M1 A,�FLOR1 /"33130 -1563
-3 9_ ti ' R 05 375 -2908 :.
Clopay Building Products Co.
8585 Duke Blvd.
Mason, Olt 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 -Dade County Product Control' Division and accepted by the Board of
-Rules and - Appeals (BORA) to . be used in. Miami .Dade .County .and._other areas_ .where allowved by : the. Authority_ Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In
Miami Dade County) and/or the AHJ (m areas other than Miami Dade County ) reserve the. right to . have this product or
material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such
product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -
Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building
code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the
Florida Builditig Code.
DESCRIPTION: Sectional Garage Door 9'- 0" Wide:
APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68; 4300/01, 4310 /67/HDGL, 4400/01, H
MODELS ", dated 11/19/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, signed..and
sealed by M:W. Westerfield, P.E., 'bearing the Miami -Dade County Product Control Renewal stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact .
LABELING: Each unit shall bear a permanent label with the name or logo; city; state and following statement:
,_ "Miami -Da de. GQu product_Control ,Approved ",unless otherwt8e_ herein
RENEWAL of. this NOA shall be considered after a renewal application has beeri filed; and there has been no`charige - in the
applicable building code negatively affecting the performance of this product. . .
TERMINATION of this NOA will. occur after the expiration date or if there has been a revision or change in the materials,
use, and/or manufacture 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 this NOA shall•be cause
for termination and removal of NOA.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this
Notice of Acceptance. A minimum of 2 specimens shall-be cut from each coil and tensile tested according to ASTM E -8 by a
Dade County approved laboratory selected and paid by the manufacturer.' Every 3 months, four times a year, the manufacturer
shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the
manufacturer production facilities. And a notarized statement. from the manufacturer that only coils with yield strength of
28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance •
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration
date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be
available for inspection at the job site at•therequest of.the Building Official.
This NOA renews NOA /t 01- 0427.01 consists of this page 1. as well'as the approval document mentioned above.
. The submitted documentation was reviewed: by Candi F. Font PE.
'OA No 03- 0430:04 _
IQ: Mgtust 21, 2008 .
Date: Jitne 5, 2003
Page 1
DOOR
HEIGHT
"L"
BRACKET PLACEMENTS
4
DESCRIPTION
X1
Iffill110111111ELIONal
'
HOG, 66
c
m1
®ami■mr.E
H400
- -
�A -
NMI
Wall
®flrmME311t
®AiiI111111N1i
■NtFi]i
—
1.31111111:11111
-N /A _
®®
8-0
4301
®d
'� 34 E
-
-
riglarTIMMIMIIINCII
4310,
H310
-
3
58'
82"
-
9' -6 -
106 "
jam
34 "`
.58"
82"
10 -0 _
EDIESICIENIIIIMPThIliThillialillinillinliaMni
MODEEZIMEEMIIMIINTEILTIMIIITIMEM
iffiffiEngial
a0'
34
ECM
82
-
12' -0"
136"
3 -1 2"
10"
34'
58"
82"
106"
INSTALLER
MODEL
NUMBER OF
SECTIONS
RETAIL
MODEL
4
DESCRIPTION
4300
H300
'
HOG, 66
'
27 GA. Ml,N. EXTERIOR. SKIN; SHORT RAISED PANEL
4400:
H400
- -
�A -
.
24 GA. IAN. EXTERIOR SKIN; SHORT - RAISED PANEL
4401
H401
-N /A _
24 GA. 1LIN. EXTERIOR; SKIN. FLUSH PANEL
4301
H301
-
68
27 GA. MIN: EXTERIOR: SKIN: FLUSH PANEL
4310,
H310
-
HDGL, 67
-
27 GA:. PI. EXTERIOR SKIN :, WIDE RAISED PANEL
DOOR . ..
HEIGHT • -
NUMBER OF
SECTIONS
6`0" TO 7'0"
4
16" TO 8'9"
• 5
9'0` TO 10'6
6 -
10'9" TO 12'0"
7
•
CLOPAY MOU; ' -43C 1,__4 . tp. 4400, 4401, HDG, HDGL
'(LOPAY MODE'1 H400 • H41. H300, H301, H310 (UP TO 12'0" HIGH)®
- HOLMES MODELS . 56. 67 : °GE .' -
I v)
w
0. 0
N �
n =
x 2
x 9
w w
x
tx
0
0
w
0 • •
0
w'
x
0
z
z
w
0
REINFORCEMENT PLATES ATTACHED TO DOOR SKIN /
WITH PATENTED TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE) '
(2) INTERMEDIATE REINFORCEMENT PLATES PER
SECTION .ATTACHED WITH TOG- L -LOC• SYSTEM
(NOT VISIBLE FROM OUTSIDE)
=-► A
MAX. DOOR WIDTH = 9' -0"
INSIDE 'ELEVATION
�- LOCATfON.. OF
bP'lORtAL VETS. / .
MAXIMUM VENL OPENING: 60 IN'
TABLE . 1
* SECTIONS ARE EITHER 18° OR 21" HIGH
'X6'
•X5 ' 4 X4."
"X3
•
"X2" I
'"x T",
".
TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.2. -1
5/8" MIN. ENGAGEMENT
(O PDO ITE SIDES -•
(SEE LOCK OPTIONS)
END
STILE
13 GA. GALV. STEEL FLAG BRACKET. 1
EACH FASTENED .10 WOOD JAMB WITH
(3) 5/16 "xt -5/8" WOOD LAG SCREW.. -
TRACK .CONFIGURATION -- --
2" GALV. STEEL TRACK,
TRACK THICKNESS: - .060 " - =
INLY
3
7 -8 -97
4/2001
ADDED) MAXIMUM VENT OPENING
AOD BELLES MOMS 6 0..!GL C ZTE UOOE.G 2200. 2201.
2200, 2201. 4200; G-40 104. WAS. G-60
4/2003 CO y ' r YOCE12: txsxtE UM 2400/01; 27 GA 06 4310/HOGt.
w
0
0
x
W
x
0
0 0
z
Q
a
SLIDE BOLT •
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR. -
'INSIDE SLIDE BOLT
•L9CK OPTION -'
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
TYP. 2 -1/2 "x12 GA.. -GALV. STEEL TRACK BRACKET. • TRAC BRACKETS PER SIDE UP TO 10' HIGH.
n €6 TRAC
BRACKETS -,PER SIDE € UP TO 12' HIGH).
GH). •
REINFORCEMENT PLATES /
ATTACHED TO DOOR SKIN
WITH PATENTED TOG -L -LOC /
(NOT VISIBLE FROM OUTSIDE) .
(2) INTERMEDIATE REINFO ZMENT. PLATES
PER SECTION. ATTACHED 1 / TOG -L -•IOC. -
SYSTEM (NOT VISIBLE FROM OUTSIDE) I
$1 iii iii
1 -ii
f I -1 1 r.
III III It: III ,II
11• Lit
MAX. 000R WIDTH _ 9' -
tNSIDF FLEVATION
1i 1 i
�I
11 1 •111 1 1 11 11
i HL' -4; i'Lz = =ELI
LOCATION OF
OPTIONAL VENTS
MAXIMUM VENT OPENING. 60 IN'
1 !
t l 1 I I
. •
2x6 WOC-O JAMB
i
PRFPARATION OF JAMBS .1t
•SEE END'HINGE .-
DETML
•s INTER. HINGE 1
TWO POINT LOCKING
IWO TRACK PER
•SFBC 3603.2. ` ✓
5/8` MIN. ENGAGEMENT
OPPOSITE SIDES
Qr DOOR)
,erSEE - LOCK . OPTIONS) ✓
•
12 GA. GALV. 4TEEL TRACK
BRACKET FASTENED TO WOOD
JAMB WITH ONE 5 16 ° x1-5/8"
WOOD LAG SCREW F,ER BRACKET.
2 GALII. STEEL TRACK"
FASTENED TO TIfACK BRACKETS.
EACH BRACKET ATTACHED ; WITH ONE'•
r... BOLT k NUT Q&
TWO 1/ I VETS . .`' =
' JAMB IGURATION .
APIA - f /�'`✓!
✓
OUTSIDE
KEYED
HANDLE "
-BAR
GUIDE I ;.
LOCK- BAR
I1 :' ENGAGES IN
TRACK ON -
y'JTSIOE KEYED - ,_.LOCK - EACH SIDE y
` OGK BAR LO CKING ✓ OF DOOR. ° �^"" T : MIME c'3 Contro
, NOTE: SUPPORTING STRUCTURAL tLEMENTS SHALL-
BY A REGISTERED PROFESSIONALj FOR. WIN/ LOADS
' SHOWN ON THIS DRAWING. '
t,.
•
SNAP LATCH ENGAGES ✓
ONTO ,VERTICAL , TRACK..
ONE' SNAP_ LATCH, :ON
l EACH SIDE OF DOOR
END ✓
STILE ' -
• INSIDE HANDLE '
OUTSIDE KEYED LOCK
' ' SNAP LATCH LOCK OPTION ,
•
. /
• TONGUE AND GROOVE JOINTS.
27 GA. MIN. EXTERIOR. STEEL SKIN
DRAWING Q E WITH S - - 40 MIN ? GALV. , AIN
NO- BAKED -ON POLYESTER. PAINTED TOP
END- COAT APPUEO TO BOTH SIDES
OF STEEL SKIN.
'C s Ia?atl:
4.
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
18 GA. GALV. STEEL END STILE ✓
(END STILES HELD BY -HINGE - SCREWS)
14 GA. GALV. STEEL END HINGE - •
FASTENED 1O END STILES W /L4j 3AACH •
``4>SSJS SHEET METAL SCREWS ANO f.
(4 `'T 4 z5%8' SELF 'POPPING 'SCREWSi
2" STEEL ROLLER. ✓
DESIGN ENGINEER:
MARK W. WESTERFIELD
FLORIDA REGISTRATION No.
.. ,. MECHANICAL ;ENGINEERING
Building' - Produc$s
Company
14 'GA. " FND HINGE ✓ -
•
48495 '
CLOPAY BUILDING PRODUCTS COMPANY
8585 DUKE BLVD
MASON, OH 45040
(513) 770 -4800
SILICONE FILLED CHANNEL SEPARATES ✓- -
FRONT AND BACK SKIN OF DOOR
,..2" i ✓
1;95" THICK, -1# DENSITY
EXPANDED POLYSTYRENE
FOAM INSULATION LAMINATED -
(SUPPUED BY FACLON- MANUFACURING) ✓'
TO BOTH EXTEROIR AND INTERIOR SKINS.
12 GA. GALV. STEEL TOP ✓
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4)
jt4x5 /8" SHEET METAL
SCREWS.
SECTION A -A '
1-4 GA GALV. STEEL END /
HINGE. EACH FASTENED TO
END STILES W /(4) j14x5/8" ✓
SHEET METAL SCREWS AND -
(4) 1/4 "x3/4" SELF �
TAPPING SCREWS
3' TALL x 20 GA. GALV. "
STEEL U -BAR. TWO PER
DOOR - SECTION. ATTACHED
WITH (6) 1/4 "x3/4 SELF
TAPPING SCREWS PER U -BAR, •
. (2) ON EACH END .& (2)
AT CENTER HINGE LOCATION.
27 GA INTERIOR STEEL SKIN (DRAWING QUALITY) '
WITH -;G -40 MIN. GALV., BAKED -ON PRIMER •ANO
A'8AKED= -ON POLYE5iLK PAINTED TOP COAT ✓
APPLIED -TO "BOTH SIDES OF STEEL SKIN. --
13 'GA GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) 114x5/8' SHEET METAL : SCREWS.
ALUMINUM EXTRUSION i
do VINYL WEATHERSTRIP.
(4) #14x5 /e-- SHEET METAL SCREWS
(4) 1/4 "x3/4" SELF TAPPING SCREWS '
PLOT 1 =42
. 11 19196.
0 6 0 , 2 1 1 1. .
18 GA. INTFRMEDIATE ' HINGE
• - 14 GA. INTER. HINGES
USED ON 24 GA. EXTERIOR
SKIN 000R MODELS
THE- 2x6- VERTICAL WOOD JAMBS ARE TO_ BE GRADE 2.
OR BETTER YELLOW PINE. NO LOAD. IS TRANSFERRED
TO THE HORIZONTAL (TOP) JAMB. ALL JAMB' FASTENERS r
MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING' SURFACE. -
18 GA. MIN. GALV. STEEL CENTER HINGE
FASTENED TO INSIDE SKIN W//(4
EACH #14x5/8" SHEET METAL SCREWS 2x6 W000 JAMB CAN BE ANCHORED TO GROUT REINFORCED "
BLOCK WALL OR CONCRETE COLUMN. BLOCK. CELLS SHALL
BE FILLED WITH CONCRETE AND REINFORCED _ WITH CONTINUOUS
}�5 BAR EXTENDING INTO THE - FOOTING AND INTO TI>= BEAMS.
ANCHORS'. CAN BE :'L/4 "x,1 -3/4` BED
EM• TAPCON ' CONCRETE ' .. .
ANCHORS STARTING -- AT NO MORE THAN 8 FROM BOTTOM
AND 1.6" 0.C., AEI WITH 3/8 "x4" (1 -3/4 EMBED - ) ✓
RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8"
FROM BOTTOM AND 24 0.C.. ✓
DESIGN LOADS: +48.0 PSF & - 60.0 PSF. -
9'0'W x
IPTO $0G /HDGL. 66/68. 4305/01,
•310 /67 /1406E. 4400 /01. H 400EL5
IIrMVM. ;60006 1SV
I 101703
aASSa1C.J4T11210
0
Miami Shores Village
10050 NE 2nd Avenue
Building Permit
Phone: 305- 795 -2204 Permit Number: BP2004 -330
Printed: 3/12/2004
Applicant: JUDITH
Owner: ARMSTRONG
JOB ADDRESS: 29
Contractor
Local Phone:
Parcel # 1132060131650
NE 102
Signed: (INSPECTOR)
ARMSTRONG
JUDITH
ST
Contractor's Address:
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 15 & LOT 16 BLK 12 LOT SIZE
Page 1 of 1
Fees: Description Amount
FEE2004 -2679 Building Fee $100.00
FEE2004 -2680 CCF $1.20
FEE2004 -2681 Notary Fee $5.00
FEE2004 -2682 Training and Education Fee $0.40
FEE2004 -2683 Technology Fee $2.50
FEE2004 -2684 Scanning Fee $9.00
Total Fees: $118.10
Total Fees: $1
Total Receipts:
8.10
b, o-o
0.00
Permit Status: APPROVED Permit Expiration: 9/6/2004 Construction Value: $1,370.00
Work: GARAGE DOORS
MAR 15 PAID
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
Permit Type (circle):
Owner's Name (Fee Simple Titleholder)
Owner's Address
City State Zip
Tenant/Lessee Name Phone #
Job Address (where the work is being done) ..ci »3L ( V z S+-
City Miami Shores Village County Miami -Dade Zip
Is Building Historically Designated YES NO
Contractor's Company Name
Contractor's Address
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $ 35
(Continued on opposite side)
Miami Shores Village AM 2 1 2004
Building Department E 6363.e.m .__oo
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Electrical Plumbing Mechanical Roofing
JUn(•j Ii-I / 1 rn C hone #
Master Permit No.
Phone #
Permit No. &1 30
City State Zip
Qualifier
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit Square Footage Of Work:
Type of Work: ❑Addition /1 ❑Alteration ENew ID Repair/Replace ❑ Demolition
YQ Describe Work: O St Ci{' 1 � b v(�.J 1 34-
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ 35 CCF $
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ Zoning
Bond $
CO /CC
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 Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 20 _, by , day of , 20 _, by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
My Commission Expires: My Commission Expires:
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 12/15/03
APR 2 6 204 Plans Examiner
Engineer
Zoning
ep 61 -330
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
OTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -290S
Clopay Building Products Co.
8585 Duke Blvd.
Mason, 01-1 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 -Dade County Product Control Division and accepted by the Board
of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the Al-1.1 may immediately revoke, modify, or suspend the use of such
product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -
Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building
code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the
Florida Building Code.
DESCRIPTION: Sectional Garage Door 9'- 0" Wide.
APPROVAL DOCUMENT: Drawing No. 101702 -24. titled "Door Models: 83, S4A. 93. 94. H93 & H94 ". dated 1 1/18/96
with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, sit:ned and sealed by M.W.
Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County. 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 change in the
applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials.
use, and /or manufacture 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 this NOA
shall be cause for termination and removal of NOA.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this
Notice of Acceptance. A minimum of 2 specimens shall he cut from each coil and tensile tested according to ASTM E -8 by a
Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer
shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the
manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of
28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may he displayed in advertising literature. If any portion of the NOA is displayed, thcn it shall he done in its
entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be
available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 01- 0326.01 consists of this page 1 as well as the appr,4
The submitted documentation was reviewed by Cand'.IIi unt PE.
No 03- 0428.04
August 21, 2008
A t fo'.a1 a te: June 5, 2003
Page 1
DOOR
HEIGHT V
BRACKET PLACE M NT5
-
1121•1111m•111111=11111102N11111211
®dSIIlNIMITIIIm
��)O)iFlrO
11315111111111IMMIIIMMIIIIIIIIIMIGIIIIIIMI
�'
fIMIO[1111Fa1
;
IQ31I
mrm�im��mss
84'
INE1111131111E131111MMIRIMIN
®dlm111!EINIElrt>ICEN
8.-6'
USIIIIKTIIIIIMITAIMMIELIMINAIIIIIMMICIM
'�'
ICIMIIIEVIIMMIllrillillETIMENII
EDSIMINIUMEIMMIIIMIIIMIEMMIWatil
10'6'
6
109 TO
12'0'
7
III« IIII 111E
02:1311E11® 34 50 " 82''
'06
DOOR
NUMBER OF
HEIGHT
SECTIONS *
6'0' TO
7'0'
4
7 TO
8'9'
5
9'0' TO
10'6'
6
109 TO
12'0'
7
:i
MAX. UUUH IiL11:NI - IL -U
(EXTENDED HEIGHT MODELS 083. 094)
r Ino o e afar n Sr.I ..l .I n� %o u a Mrm ♦�o�a a mmv.. o m'TI1T
in tr�i
�.
11 1 ^
• r
_
-1
•
1 I
III« IIII 111E
i
I
.III�ItIA •44I�ltlt�•
- rh smart
.....■....,
�e..
I
I
611
I/
11 1111 111 11 111.1111
.�4tIIt4141111�� - - r -.
L
(- - -..- A
LOCATION OF OPTIONAL VENTS
& MAXINUM VENT OPEN101 60 IN'
MAX. DOOR Vn0TH 9' 0'
` LOCATION OF OPTIONAL VENTS
MAXIMUM VENT OPENING: 60 IN'
MAX. DOOR WIDTH 9' 0'
MODELS 83, 84A 93. 94. H83. H94
,-1110 STILES ATTACHED TO DOOR SKIN WITH PATENTED
/ TOO -I -LOC SYSTEM (TOP, BOTTOM. & CENTER)
TABLE 1
(NSW El FVATION
• SECTION ARE EITHER 18' 09 21' HIGH
'x6'
. X5 ' .54.
"xl'
T7
'X2" L
(
ONE INTERMEDIATE STILE BETWEEN EACH EM8055
ATTACHED WITH TOG -L -1.0C (TOP R BOTTOM)
AND URETHANE ADHESIVE (ALONG CENTER)
- A
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16 -5/8" WOOD LAG SCREW..
TRACK CONFIGURATION
2" GALV. 5TEEL TRACK.
TRACK THICKNESS: .060'
SEE END HINGE
DETAIL.
SEE INTERNED. HINGE
0ETAIL.
iNO POINT LOCKING
INTO TRACK PER
SFBC 3603.2
5/8' MIN. ENGAGEMENT
(OPPOSITE SIDES
OF DOOR)
(SEE LOCK OPTIONS)
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)-
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH 510E
OF DOOR.
INSIDE 'I IOF 9015
I OCK (701109
)
T GAM YR. 2- 1/2'.12 GA. GA STEEL(((( TRACK BRACKET. / 117ACK BRACKETS PER SIDE n TRACK BRACKETS PER DE `UP 10 12
SIDE (UP ��/
,- ENO STILES ATTACHED TO DOOR 514111 w1111 PATENTED
TOG -L -LOC SYSTEM (TOP, BOTT014. h CENTER)
( - ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS
AnA1H.E0 w1TH TOG -1 -LOC (TOP & BOTTOM)
AND URETHANE ADHESNE (ALONG CENTER)
INTER.
STILE
OUTSIDE
HANDLE
IN51PE ELEVATION
OU1510F KFYFD IOCK
ICCIS BAR I1'TCKING
246 WOOD J069
12 GA. GALV. STEEL TRACK
BRACKET FASTENED TO ?MOD
JAMB WITH ONE 5/16". I -5/8'
WOOD LAG SCREW PER BRACKET.
ENO
5TILE
LOCK
BAP
GUIDE
2' 0011. STEEL TRACK
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE
1/0 ".5/8 BOLT d NUT OR
TWO I /4' Rr,ET S.
LOCK 9.R
ENGAGES IN
TRACK ON
EACH SIDE
OF 0100..
JAMB COTIFIGURATIQ('
?REPARATION OF JAMBS BY OTHERS
/3:/
NOTE SUPPORTING STRUCTURAL ELEMI:NT5 SHALL BE DESIGNED
87 A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS
SHOWN ON THIS DRAWING.
- TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.7
5/8' mIN. ENGAGEMENT
OPPOSITE SIDES
OF DOOR)
(SEE LOCK OPTIONS)
(4) 11•.5 SHEET METAL SORE'
\a/ I/4"•3/4" SELF TAPPING 5CRE
STEEL ROLLER.
INTER. STILE -
OUTSIDE END
KEYED f STILE
HANDLE
INSIDE HANDLE
QIRSIOE KFTFD I FICK
SNAP IAT4H 101K OPTION
14 CA. END HINGE
STOP MOULDING 91 DOOR
INSTALLER (TO SUIT)
20 GA. MIN. GALV. STEEL END STILE
20 GA. GALV. STEEL INTER. STILE
SNAP LATCH ENGAGES Dhii(0n
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON -
EACH 510E OF 000V
® Ck pay
Building Products
Company
.65T
MODEL
93 1493
• H94
18 GA. GALV. STEEL INTER. HINGE
FASTENED TO CENTER STILE W /(4
EACH (14.5 /8' SHEET METAL SC EWS.
7/16" PUSINUT INSTALLED 011 5011.19
SHAFT FOR UNRESTRICTED DOOR OPERATION.
I4 GA. GALV. STEEL END HINGE
FASTENED 10 END STILES W /(4) EACH
11445/8' SHEET METAL. SCREWS @ (A)
1/4"43/4 SELF TAPPING SCREWS.
Fr - "WED
': NH- Florida
C7 " Y. �' -
S =rat Dew: 1 rmiti61 Con;TD)
24 GA. MIN. G -•0 MIN. GALV. STEEL
(MIN. YIELD STRENGTH: 28 K5),
DRAWING DUALITY) w1T'H PRIMER AND
BAKED -0N POLYESTER PAINTED TOP COAT
APPUED TO BOTH SIDES OF STEEL-
RETAIL
u400EL
83
DESIGN ENGINEER:
I46RK W.
FLORIDA
9 7 0 0 551119711,10L,01 N
o. 48
MECHANICAL ENGINEERING
19 1,4 IIRTRMFOIATE HINGE
DESCRIPTION
• - ALL DOOR MODELS ARE RAISED PANEL EMBOSS
CLOPAY BUILDING PRODUCTS COMPANI
8 585 DUKE BLVD
MASON. OH •50•4
(513) 770 -4800
•••
I I T -.8 -97
16 0t
3 ::003
ADDED MAXIMU• VENT OPENING
G M11I. 'N' - •0
400ED EXTEND( HOOK u000s
3' THICK
SFCTION A -A
- 12 GA. GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED w /(4)
11 4.5/8' SHEET M ETAL
SCREWS.
. -SHIP LAP JOINTS.
74 GA. STEEL SKIN' 18 GA. STEEL ENO STILES
IA GA. GAOL STEEL
END HINGE. EACH
FASFENEO TO END
STILES w /(4) 11445/8'
SHEET METAL SCREWS
k (4) 1 /4' SELF
TAPPING SCREWS.
2- 1/4 GA. GALV. STEEL
U -8AR. Two U -BARS PER
SECTION. EXCEPT 3RD 5ECno1'
WHICH 145 ONE U -BAR.
U -BARS 90(31 FROM 80 651
STEEL. EACH U -BAR ATTACHED
W /(2) 1/4 SELF
TAPPING SCREW PER STILE.
'••- 13 GA. GALV. STEEL BOTTOM
.
BRACKET ATTACHED W/(2)
5
AlS/8. ATTACHED METAL CRENS.
ALUMINUM EXTRUSION
,4 VINYL WEATHERSTRIP,
840 4 r. =T" KIN• 18 GA. PAINT 1 5T L END STILE;
THE 246 •.RT1141 'W000 JAMBS ARE TO BE GRADE 2
OR BETTER YELLOW PINE. NO LOAD (5 TRANSFERRED
70 THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS
MAY BE (BUT NOT REOUIREO) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
2.6 WOOD 3490 CAN 80 ANCHORED TO GROUT REINFORCED
BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
GE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
15 BAR EXTENDING INT0 THE FOOTING AND INTO TIE BEAMS.
.ANCHORS CAN BE 1/4 -3/4 EMBED TAPCON CONCRETE
ANCHORS 51981190 AT NO MORE THAN B" FROM 800709
ANO I6" 0.C.. TDB w11H 3/8 ".4' (1 -5/4" EMBED)
BAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 6 _
FROM BOTTOM AND 24' 0.C.
IT
I
-II
�e..
= = =u u u = =
` LOCATION OF OPTIONAL VENTS
MAXIMUM VENT OPENING: 60 IN'
MAX. DOOR WIDTH 9' 0'
MODELS 83, 84A 93. 94. H83. H94
,-1110 STILES ATTACHED TO DOOR SKIN WITH PATENTED
/ TOO -I -LOC SYSTEM (TOP, BOTTOM. & CENTER)
TABLE 1
(NSW El FVATION
• SECTION ARE EITHER 18' 09 21' HIGH
'x6'
. X5 ' .54.
"xl'
T7
'X2" L
(
ONE INTERMEDIATE STILE BETWEEN EACH EM8055
ATTACHED WITH TOG -L -1.0C (TOP R BOTTOM)
AND URETHANE ADHESIVE (ALONG CENTER)
- A
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16 -5/8" WOOD LAG SCREW..
TRACK CONFIGURATION
2" GALV. 5TEEL TRACK.
TRACK THICKNESS: .060'
SEE END HINGE
DETAIL.
SEE INTERNED. HINGE
0ETAIL.
iNO POINT LOCKING
INTO TRACK PER
SFBC 3603.2
5/8' MIN. ENGAGEMENT
(OPPOSITE SIDES
OF DOOR)
(SEE LOCK OPTIONS)
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)-
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH 510E
OF DOOR.
INSIDE 'I IOF 9015
I OCK (701109
)
T GAM YR. 2- 1/2'.12 GA. GA STEEL(((( TRACK BRACKET. / 117ACK BRACKETS PER SIDE n TRACK BRACKETS PER DE `UP 10 12
SIDE (UP ��/
,- ENO STILES ATTACHED TO DOOR 514111 w1111 PATENTED
TOG -L -LOC SYSTEM (TOP, BOTT014. h CENTER)
( - ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS
AnA1H.E0 w1TH TOG -1 -LOC (TOP & BOTTOM)
AND URETHANE ADHESNE (ALONG CENTER)
INTER.
STILE
OUTSIDE
HANDLE
IN51PE ELEVATION
OU1510F KFYFD IOCK
ICCIS BAR I1'TCKING
246 WOOD J069
12 GA. GALV. STEEL TRACK
BRACKET FASTENED TO ?MOD
JAMB WITH ONE 5/16". I -5/8'
WOOD LAG SCREW PER BRACKET.
ENO
5TILE
LOCK
BAP
GUIDE
2' 0011. STEEL TRACK
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE
1/0 ".5/8 BOLT d NUT OR
TWO I /4' Rr,ET S.
LOCK 9.R
ENGAGES IN
TRACK ON
EACH SIDE
OF 0100..
JAMB COTIFIGURATIQ('
?REPARATION OF JAMBS BY OTHERS
/3:/
NOTE SUPPORTING STRUCTURAL ELEMI:NT5 SHALL BE DESIGNED
87 A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS
SHOWN ON THIS DRAWING.
- TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.7
5/8' mIN. ENGAGEMENT
OPPOSITE SIDES
OF DOOR)
(SEE LOCK OPTIONS)
(4) 11•.5 SHEET METAL SORE'
\a/ I/4"•3/4" SELF TAPPING 5CRE
STEEL ROLLER.
INTER. STILE -
OUTSIDE END
KEYED f STILE
HANDLE
INSIDE HANDLE
QIRSIOE KFTFD I FICK
SNAP IAT4H 101K OPTION
14 CA. END HINGE
STOP MOULDING 91 DOOR
INSTALLER (TO SUIT)
20 GA. MIN. GALV. STEEL END STILE
20 GA. GALV. STEEL INTER. STILE
SNAP LATCH ENGAGES Dhii(0n
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON -
EACH 510E OF 000V
® Ck pay
Building Products
Company
.65T
MODEL
93 1493
• H94
18 GA. GALV. STEEL INTER. HINGE
FASTENED TO CENTER STILE W /(4
EACH (14.5 /8' SHEET METAL SC EWS.
7/16" PUSINUT INSTALLED 011 5011.19
SHAFT FOR UNRESTRICTED DOOR OPERATION.
I4 GA. GALV. STEEL END HINGE
FASTENED 10 END STILES W /(4) EACH
11445/8' SHEET METAL. SCREWS @ (A)
1/4"43/4 SELF TAPPING SCREWS.
Fr - "WED
': NH- Florida
C7 " Y. �' -
S =rat Dew: 1 rmiti61 Con;TD)
24 GA. MIN. G -•0 MIN. GALV. STEEL
(MIN. YIELD STRENGTH: 28 K5),
DRAWING DUALITY) w1T'H PRIMER AND
BAKED -0N POLYESTER PAINTED TOP COAT
APPUED TO BOTH SIDES OF STEEL-
RETAIL
u400EL
83
DESIGN ENGINEER:
I46RK W.
FLORIDA
9 7 0 0 551119711,10L,01 N
o. 48
MECHANICAL ENGINEERING
19 1,4 IIRTRMFOIATE HINGE
DESCRIPTION
• - ALL DOOR MODELS ARE RAISED PANEL EMBOSS
CLOPAY BUILDING PRODUCTS COMPANI
8 585 DUKE BLVD
MASON. OH •50•4
(513) 770 -4800
•••
I I T -.8 -97
16 0t
3 ::003
ADDED MAXIMU• VENT OPENING
G M11I. 'N' - •0
400ED EXTEND( HOOK u000s
3' THICK
SFCTION A -A
- 12 GA. GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED w /(4)
11 4.5/8' SHEET M ETAL
SCREWS.
. -SHIP LAP JOINTS.
74 GA. STEEL SKIN' 18 GA. STEEL ENO STILES
IA GA. GAOL STEEL
END HINGE. EACH
FASFENEO TO END
STILES w /(4) 11445/8'
SHEET METAL SCREWS
k (4) 1 /4' SELF
TAPPING SCREWS.
2- 1/4 GA. GALV. STEEL
U -8AR. Two U -BARS PER
SECTION. EXCEPT 3RD 5ECno1'
WHICH 145 ONE U -BAR.
U -BARS 90(31 FROM 80 651
STEEL. EACH U -BAR ATTACHED
W /(2) 1/4 SELF
TAPPING SCREW PER STILE.
'••- 13 GA. GALV. STEEL BOTTOM
.
BRACKET ATTACHED W/(2)
5
AlS/8. ATTACHED METAL CRENS.
ALUMINUM EXTRUSION
,4 VINYL WEATHERSTRIP,
840 4 r. =T" KIN• 18 GA. PAINT 1 5T L END STILE;
THE 246 •.RT1141 'W000 JAMBS ARE TO BE GRADE 2
OR BETTER YELLOW PINE. NO LOAD (5 TRANSFERRED
70 THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS
MAY BE (BUT NOT REOUIREO) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
2.6 WOOD 3490 CAN 80 ANCHORED TO GROUT REINFORCED
BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
GE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
15 BAR EXTENDING INT0 THE FOOTING AND INTO TIE BEAMS.
.ANCHORS CAN BE 1/4 -3/4 EMBED TAPCON CONCRETE
ANCHORS 51981190 AT NO MORE THAN B" FROM 800709
ANO I6" 0.C.. TDB w11H 3/8 ".4' (1 -5/4" EMBED)
BAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 6 _
FROM BOTTOM AND 24' 0.C.
IT