1296 NE 99 StDat
Type Insp'n
Permit No.
Name
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
For Inspector:6 1 Y 7 1 3 Name & Date
Approved
Correction
Re- Insp'n Fee ❑
Address 1
Company (Y— ZXri\9-k)
rn
Phone # 3 D S - �� �I
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
, . 10G50 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fa :
Date 6.- k 2003 Job Address /2 < NT:99 57 Tax Folio — Z 0 ✓�--
Legal Description 4BT / t-43 7 2S z o 7 Z 54/arc/A) S/ istorically Designated: Yes - _ No _
Q6Ai y3 ,aA6rg Aid Lrc Ricv43er „ i v cvvNTY� j44'
C D - w - 9/Lessee/Tenet lv� �� /' 7 ' /A/L J-/i,�A/.J /s�ril� c JtlLS�S�.P�y►s. Master Permit # [� a�-66 7 - 9l� ^,
Owner's Address `Z 2'6' A/67 J T / 57 Phone 3Q 7s / /�/ p' `,\
i 4 i ■ _
. p� .
Contracting Co. I "� ndd 9'9 /I( D �1 1f 2 - 4
Qualifier
State # Municipal # 30S,57.5 S7 6 3 Competency # [,� RS 0 4 2ns. Co. 4COCL40
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY,
THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOR ANOTHER INSPECTION.
Permit Type (circle one): BUILDING
� 4 /'/� ELECTRICAL PLUMBING MECHANICAL ROOFING
,46 v
WORK DESCRIPTION:
4Co ,4(Z 72,90 /e
Square Ft. / l ��
6-G o3
11S
Phone 3/ 9 s Y .�.�
Estimated Cost (value) 4 8-75
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that
all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required
for all disciplines.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated.
Contractor or Owner Builder
,�3 03 -
Date
Signature of o er d/or Condo President Date Si
y49 21 y.3 -2 a3 -0 *h -4,
, N
m ARY SEAL
Notary as a Owner .1$(br
bildp Pres,+ SJ VILLAR Date Totary as to Contractor or Owner Bu'
My Commission Ex el. . 1, ji COMMISSION NUMBER My Commission Expires
DD091094
9 � i c (i MY COMMISSION EXPIRES
O F\0 MAR. 1, ? "Ot
/� / y G/ l
FEES: PERMIT i (/ RADON C.C.F ' 6 NOT‘' j ' BOND
APPROVED:
6s ' b 0 PA V . I a 03 13 TOTAL DUE (p J t4---!/
Zoning Building Electrical
Mechanical Plumbing Structural Engineer
c 3 - D3
Date
OWNER BUILDER DISCLOSURE STATEMENT
I11/4 : aj/L/4,Z/ 14s46 being the legal property owner, for the property
Located ate /al :‘ 4M / ' sT
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(7nd I have read and understand the following disclosure
Statement, which entitles me to -work 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 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 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 (- --)----- initial of reviewing clerk. The foregoing instrument
Was acknowledged before me this 6 day of jiMit , 2003
By W t it am 7/ /S Q R who is personally known to me or who has
Produced /LL ;GO- 7?/ -'/3- 3 e t fication and who did take an oath.
Owner
Owner
VILLAGE OF MIAMI SHORES
BUILDING DEPARTMENT
DISCLOSURE STATEMENT
Not
paY PU 0=FICIAL NOTARY SEAL
4'! , GLADYS J VILLAR
7 0
» COMMISSION NUMBER
�F Flo .• MY CO MASS ONEXPIRES
MAR. 1,2006
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Clopav Building Products Co.
4800 Interstate Drive
Cincinnati ,OH 45246
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
(40 WEST FLAGLER STREET. SUITE lh03
MIAMI. FLORIDA .5313
(305) 375 -2901 FAX (305) 375 -2908
`t`aur_application for Notice of Acceptance (NOA) of:
CC1 pay Residential Steel Garage Do - or 16' Wi
under Chapter 8 of the Code of Miami - Dade - County governing the use of Alternate Materials and Types of
Cor::,trtuction, and completely described herein. has been recommended for acceptance by the Miami -Dade
Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to . secure' this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product. material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of product or material immediately. BCCO reserves the right to revoke this approval, if, it is
deter tineci by BCCO that this product or material fails to meet the requirements of the South Florida
Bui1di Code.
The of such testing will be incurred by the manufacturer.
ACCEPTANCE NO. :_00-1212.03
EXPIRES: 03726/2006
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE &PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Buiiding
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 03/15 /200
L
\s04S0001 \pc2000\ \templates \notice acceptance cover page.dot
Internet mail address: postmaster @buildingcodeonline.cotn Homepagc: http : / /www.buildingcodeonline.com
MIAMI - DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
CONTRACTOR LICENSING sECrioN
(305) 375.2527 FAX (305) 375 -255E
CONTRACTOR ENFORCEMENT DIVISION
(305) 375 - 2966 FAX (305) 375 - 2905
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Francisco J. Quintana, R.A.
Dircctor
Miami -Dade County
Building Code Compliance Office
5.
Clopav Buildinu Products Co.
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
LABELING
Each door shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ".
ACCEPTANCE `o.: 00- 1212.03
.APPROVED: Ai A R
EXPIRES.: 03/26.'2006
SCOPE
This approves a sectional steel garage door i 6' -2" wide x 6' -6' through 16' -0" high, as described in Section
2 of this Notice of Acceptance (NOA), designed to compiy with the South Florida Building Code, i 994
Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
PRODUCT DESCRIPTION
The Clopay Sectional Garage Door and its components shall be constructed in strict compliance with the
following documents: Drawing No. 101300, titled "Double Car' Hurricane Pan Door" prepared by Clopay
Building Products Co., dated 02/15/95, with last revision on 12 /06/00, sheet 1 through 2 of 2. They bear the
Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval
date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to
as the approved drawings.
LIMITATIONS
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 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 specimens were selected from coils at the manufacturer:production facilities.-And a.notarized.
statement from the manufacturer that only coils with yield strength of 38,000 psi or :more. shall be used to
make door panels for Dade County under this Notice of Acceptance.
4. INSTALLATION
4.1 The sectional steel garage door and its components shall be installed in strict compliance with the
approved drawings.
4.2 The installation of this door does not require a hurricane protection system.
4.3 Units with dimensions equal to or smaller than those shown in the approved drawing, shall qualify
under this approval.
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies oldie following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this NOA, clearly
marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
' Font, PE. Sr. Product Control Examiner
Product Control Division
r
Clopav Building Products Co. ACCEPTANCE No.: 00- 1212.03
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
•
APPROVED: MAR 1 5 2C01
EXPIRES: 03/26/2006
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the
original submitted documents, including test - supporting data, engineering documents, are no older than eight
(8) years.
Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the
following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the
specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this product
and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product.
d. The 'engineer, . who originally prepared, signed and ;sealed •.the required documentation., initially
submitted; <is'no -longer practicing the engineering.profes ; :.. _ ..
- ? Y, � 7 7 x i 7 r f Z f 4 F 4 ,v '� T �. ".",.- i S 1 f t4 k F
Any revision or the materials, Use,.....and /or nia of ti1 p gd o Y pr o vv ecss shall�,'automatica b
i.y ^' r �- i trgW.
be cause termination'of t unless, prior` .wrist.,, k .pprov._aI hi luC. ,. cgaested (t rc gf*
filing of a revision. application witirappropriate fee) and.grantcd by_thi
ENI) OF TIIIS ACCEPTANCE
3
9. This Notice of Acceptance consists of pages I, 2 and this last page 3.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or proces
b. Misuse of this Acceptance as an endorsement of any product. for sales,' advertising or any other
purposes.
6. The Notice of Acceptance 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 Notice of Acceptance is
displayed, then it shall be done in its entirety.
7. ;\ copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site
at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall he cause for termination and rcnioval of
Acceptance.
fCandido •rotit; I'E. Sr: I'rodiict Control Examiner
Product Control Division -
".0&00W .ti
ii00EL:;
o165CPo0T1oN'- -- • . --• -
�'
Y 8J . F :?
: WOOOGRAIN`TF3(TURr RAISE0 :PANEL,_CILV.'INTER.. , _• •._ -
94 .'. .
84A - '
, W000CRAIN :TO(TURE: RMSED•'PANEL PAINTED /GALV. - STILES
0
MODELS 83. 84A. 93. 94L
I y y 1st1a11 11
Mi=11� - 0 t 1 =lt I l�;l I I!I�MM
LOCATION OF * * ",OPTIONA :VENTS'..
AREA` OF VENFSkNOT A.. - .
60 SO .111 apytfEEN. STILES
'CIE
DOORS _UP TO 7' -0 HIGH - - CONSIST OF (4) SECTIONS (SHOWN)).
DOORS 'OVER 7'-0"'. HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
0
w
z
0
0
0
1-
z _
w .._
0
z
z
a
0
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.
ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (TOP & BOT)
AND URETHANE ADHESIVE (ALONG CENTER)
76" (7'6 "H & 8'0 "H DOORS ONLY)
TRACK CONFIGURATION
63" SCALE 1" ='36'
50" 2" GALV. STEEL TRACK,
TRACK THICKNESS: .083"
38"
24"
10"
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
DOOR COUNTERBALANCE SYSTEM
3-1/2'
A
A OPTIONAL- OUTSIDE- KEYED LOCK POSITION
MAX. DOOR - WIDTH = 16' -2"
INSIDE ELEVATIONS
SCALE "•= 18"
12 GA. GALV. STEEL CONTINUOUS
1 -5/8" x 2 -3/8" ANGLE.
TYP. 2-1/2"x12 GA. GALV.
STEEL TRACK CUPS.
DISTANCE FROM BOTTOM OF VERTICAL
TRACK TO EACH CUP IS: 3 -1
10 ", 24 ", 38 ", 50 ", 63 ", AND
76" (7'6 "H & 8'0 "H DOORS ONLY)
ONE 5/16 "x1 -5/8" LAG SCREW PER
TRACK CLIP.
DOOR
HEIGHT "L"
6 -F
7 -0
7 -6
8
18 GA. GALV. DOUBLE ENO.- STILES
ATTACHED TO TOP .AND BOTTOM RAIL
WITH PATENTED 'TOG -L -LOC SYSTEM.
2'
PAGE 1 OF , 2 --
16 GA. PAINTED END STILES ATTACHED TO DOOR
SKIN WITH PATENTED - 0G -L -LOC SYSTEM
(TOP. BOTTOM & CEDER).
VIEW "C"
VIEW "B"
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFBC
3603.2 REGARCING
GARAGE DOORS WITH
5/8" MIN. ENGAGEME'IT.
DOOR TESTED FOR
FORCED ENTRY WITH
BOTH OUTSIDE KEYEC
LOCK AND INSIDE
SUDE - BOLT LOCK
OPTIONS (SEE
LAYOUT OF EACH ;;
LOCK ON NEXT PAGE). ±
�msp
24.. GA :. DOS : STEEL (MIN YIELD, STRENGTH:
38 KSI)- EXTERIOR -SKI g. NTHKG. ;4OnMIN.
• :GALVANtZING; 8AKE0a ,E$I ER ANO A
BAKED ON:' POLYESTER.1 ' O. TOP =COAT
, • APPLED:'TO BOTH SIO OE SD SKIN
V
#14x5/8" SHEET METAL SCREWS
1/4 "x3/4" SELF
TAPPING SCREWS.
14 GA., END HINGES
SC4LE•'1 "•- = 9"
VIEW "B"
18 GA;'- INTERMEDIATE HINGE
'iCAI F 1' = 9"
.,_
DESIGN ENr NFFI-
MARK: W. WESTERFTLO P.E. -
FLORIDA - REGISTRATON Nor- 48495
IP SLAP, "JOINTS..
2" THICK
SECTION A = A :'(SIDE' VIEW)
CLOPAY: -BUILDING <P.RODOCTS
312 : WALU NT :. ST R E ET,S I J I TE . :16 00
CINCINNATI, ON10452022z '
REV
3
4
+DATE
_- 3J2
•. j
213/98 -
.42/600.00
AO
• - 'DESCAIPTION.
EDI : - : DWG & CHART • TO PAGE_ 4
REFffWG;TO 2 PAGES:
0 WENT AREA;= - TRACK'ANOTE TO :PG; 1
DEL' M N0 87/.97; .DDS /G -40 ;WAS DQSK /G - 60
12 -:,GA GACV. STEEL TOP ROVER BRAC
SNEEMMEfAL SCREWS EAU- SThSLE SUDErAT.TACHED
TO TOPu8RACKET'.WITH' 'z 1:%2 " BOLTS 'AND •
• NUTS;PERfaRACKET.
1.,4- GA- .GALYNROLEER1411 a ,
"EA ONGEfFASTENEDo'T a 0
STI LES .W /(-4) 14x5/8;. EET, METAL
AND i(4) ' it /4 .x 5 T APPING SCREWS.
"(SEE.V1EW . "B7
ONES 6 TALL C-":-CHANNEL' 'I'ER • :DOOR'SECTION: ). (SEE VIEW "0")
C- CHANNEL ATTACHED' AT , ►CH_ STILE ; LOCATION WITH
(1) . 1/4x3/4 SELF TAPPING SCREW ,. • • •
1 -1 /4 WIDE• 46. GA3LY = STRAP.: (7) . PER --
DOOR SECTION : EXCEPT ) STRAPS O N 2N0'
SECTION -(SEE INSIDC-
.E1 ' AT1ON) EACH`STRAP-. ATTACHED
WIT1g(3) 1 /4x3/4 S ELF TAPPING : SCREWS' (TWO
SCREWS TO DOOR ONEI SCREW C= CHANNEL) -- .
13 GA. GALV. STEEL: BOTTOM BRACKET.. - SOUTH FLO.1DA=�T11)L INGI6CGi
SCREWS.. : -euv % zit, z nna _
ATTACHED._ WQH!(2), .I14x5/8; SHEET, METAL
ALUMINUM EXTRUSION :& VINYL WEATT ERSTRIP
SCALE 1" = 9"
DESIGN LOADS: +46.6• P.S.F. &, P.S.F.
.00 - • t.03
.000 - t.015
_ Degrees,. tt /T.
S CALE .
A VN BY.. MWW'
CHEMED BY
NOTED` .
PATE' • /15%A5 -
PAGE
- 'OF -
DESCRIPTION*: : ,.. - ._
DOUsLE,. HURRICANE - PAN DOOR
PRODUCT`CD
BU ILDING roD: CQblrU.w,, ?-
ACCEPTABLE 1p 0
WAVING= NUSTBER.
MAX: SIZE
16'2 Y1 x 8'0 "H
MODELS 83 '84A. 93. . 94
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
WAI"OR
e
EIVREOW
® F
TAN g
•
NOTFS;
1 ) ALL THE LOAD THE:b00R IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK
TO = THE; 24.;VERTICAL `JAMBS .(GRADE 2 OR BETTER - YELLOW PINE). NO LOAD FROM THE
ODOR 4S.: TRANSFERRED :TO -THE- HORIZONTAL (TOP) JAMB.
2).EACH VERTICAL JAMB ZEES A MAXIMUM DESIGN LOAD OF +2.982.4 LB . & -3.328 L.B.
: JAMB "- FASTENERSMAY - BE -(BUT NOT -REQU IRED) COUNTERSUNK TO. - PROVIDE A-FLUSH MOUNTING SURFACE.
WOOD>FRAME BUILDINGS
- STUD WALLS.OF-.DOOR O PENING.. SHALL $E :•FRAMED.,_SOUD_ BY NOT LESS THAN . 13) 2x6 .PRESSURE
TREATED ,GRADE j2 0R%BETTER WOOD STUD .OF'A= :STRESS :'GRADE NOT :THAN .1200 PSI NOMINAL
:. EXTREME_' FIBER STRESSIJN: BENDING .AF )= ° STUD .WALLS TO BE CONTINUOUS'' FROM - FOOTING TO TIE - BEAMS
AND IN.?1CCORDANCE `W111 SFBC`SECTION'.2905.1.
-- BLOCK-::WALLOR : CONCRETE
s
x6 WOOD JAMB ` SHALL •BE ANCHORED'O GROUT ;REINFORCED BLOCK WALL OR CONCRETE COLUMN.
OCK -.WALL7,,CEILS SHALL BE f1L1EDzWITH? CONCRETE AND :REINFORCED WITHJ5 :;BAR EXTENDING; ':'
NTO 7I•jE- FOOTINGsAND'INTO T1E BEAAAS !;?ALL BARS SHALL_ BE CONTINUOUS..FROM -_THE 'TIE BEAMS;
TO F.00_RNG,PER BLOCK WALL; OR CONCRETE _COLUMN.' :BLOCK WALLS ANDz.CONCRETE COLUMNS TO. BE
DESIGNED BY BUILDING PROFESSIONALYOFE RECORD' AND• IN ='ACCORDANCE-. WI1'H'•'SFBC SECTION 2704'.2.
•
1HlDiNGa�YPE .= _ { =R F ASTENER_:1'
12 GA, GALV.: STEEL CONTINUOUS
ANGLE FASTENED TO WOOD.
WITH: 5/16"x15/8" LAG SCREWS -
NOT- TO-. EXCEED. 14 ". O.C. OUT :. MAY 8E NOTCHED- OUT -AT: JAMB
TO _STRUCTURE "ATTACHMENT POINTS.
2'.GALV :.STEEL
TO._ 12 GA:. GALV... STEEL' TRACK CUPS.
TRACK== ATTACHED=:TO TEACH CUP
-WITH - TWO "1/4'x5/8"4 BOLTS & -NUTS.
EACH `TRACK` CUP 'ATTACHED TO
-` : CONTINUOUS" ANGLE WITH
(2);' /4 DIA: RIVETS PER CUP.
1" DOOR OVERLAP (EACH SIDE)
2x6 WOOD J f►MB
SEE "JAMB PREPARATION
NOTE" ABOVE
JAMB
61.
2x6 = :JAMB TO SUPPORTING STRUCTURE
ATTACHMENT
( NOT Bet USED, FOR=ATTACHMENT ,LOF TRACK4NGLEJO :2z6iVERi1CAlJAMBS OR SUPPORTING`. STRUCTURE)
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
16 GA. GALV. STEEL PAIN TED •END STILE
18 GA. GALV. STEEL DOUBLE END STILE
20 GA. GALV. STEEL INTER. STILE
C6 ° =J
MAX. O.C.
MIN:'.No:;OF
04TENER
R,¢t_VFAT.ICAL
AMB
MAXIMUI
ONCE
DISTAN
8
FASTEN
1
EACH`CONTIN
PINEWOOD
7'07'HIGH"
TO THE SUPT
APPROVED
CURRENT BU
ON•PAGE 4
7/16" I.D. . -18 :.GA. GALV. STEEL CENTER HINGE '
PUSH NUT 'FASTENER FASTENED TO INTER. STILES W /(4) !• -
EACH • #14x5/8" SHEET METAL SCREWS
14 GA. GALV. _ STEEL. ROLLER. -.HINGES
FASTENED.:T0 'END STILES W / EACH
14x5 /87 SHEET: METAL SCREWS'AND
(2) 1 /4'.SELF TAPPING.:SCREWS:-PER• END. HINGE.
2" DIA. LONG STEM;•. 10 • BALL ROLLER.
END OF ROLLER- STEM THREADED FOR
7/16" NUT.
CONFIGURATION
PA -2 OF 2
HORIZONTAL JAMB
040 FROM DOOR)
' DESIGN EN
MARK M. .
FLORIDA 9
TEFL
'WASHERS;
:PEOUIRED? •
NEER
TERFIELD, P.E.
A STRATION No. 48495
INTER.
STILE
OUTSIDE
HANDLE
LOCK I BAR
ENGACIES IN
ON
OUTSIDE KEYED LOCK TRACK ID
JS1CK B CKIN
LOG OF ( DOOR.
OF R.
CONFORMS TO SFBC 3603.2
INTER. STILE
OUTSIDE KEYED
HANDLE
sANGLE' TRACK 'SHALL BE FASTENED PRESSURE TREATED. 2x6 YELLOW
BS K /16 "x1- 5 /8'.CAGi.SCREWS (12) LAG.SCREWS PER.SIDE .UP TO
, LAG SCREWS PER- SIDE - UP'- - °T0 8'0" HIGH).-'THE METHOD OF ATTACHMENT
RTING STRUCTURE OF THE. PRESSURE :TREATED 2x6 WOOD JAMBS SHALL BE
1' HE.PROFESSIONAL OF RECORD' FOR THE STRUCTURE AND IN ACCORDANCE WITH
ING::CODES FOR THE LOADS - USTED ON THIS DRAWING OR AS SHOWN
THIS DRAWING. PREPARATION OF JAMBS BY OTHERS.
ALL MOUNTIN @; -'OF TRACK. ANGLES. HORIZONTAL TRACK SUPPORTS. AND ALL OTHER
DOOR HARDW. E TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS
SUPPUED WIT :DOOR SYSTEM UNLESS OTHERWISE NOTED.
DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F.
•
END
STILE
LOCK
BAR
GUIDE
SNAP LATCH ENGAGES!; -
ONTO VERTICAL TRACK.I
ONE SNAP LATCH ON�.
EACH SIDE OF DOOR.
END.
STILE
. INSIDE -. DLE
- OUTSIDE` KEYED ' LOCK
SNAP: -.LATCH LOCK.OPT10y
CONFORMS -70 • SFBC; 3603.2
_
REV
DATE
3/27/95
11/3/97
DESCRIPT[O1
ADDED JAMB DWG & CHART TO PAGE 4
REFIT DWG TO 2 PAGES
2
3 ( 2/13/98 REV. JAMB ATTACH. FASTENERS ON PG. 2
1 41 12/7/00! DEL! M/N 87/94; DDS /G -40 WAS DOSK /G -60
SUDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK -ON
EACH SIDE
OF DOOR.
INSIDE SLIDE- BOLT
LOCK OPTION
CONFORMS TO SFBC 3603.2
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATL___ FAR
1
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE N0.0 - _ 2- -S Z—_ 3
TOLERANCES
Unless Stated Otherwise
00 - t.03
.000 = ±.015
- .0000 = t.007
Degrees = ±1 /7
CLOPAY. BUILDING PRODUCTS
. 312 WALUUNT ,STREET,SUITE 1600
CINCINNATI ;' OHIO 45202
SCALE.
PAGE.
2 OF 2
REV.
_- 4
P AK SIZE -.
- 16 . 2"W x 8 "H
DESCRIPTION
DOUBLE CAR. HURRICANE PAN DOOR
4
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305- 795 -2204 Permit Number: BP2003 -919
Printed: 6/11/2003
Applicant: ALANE STILES
Owner: STILES ALANE
JOB ADDRESS: 1296 NE 99 ST
Contractor
Local Phone:
Parcel # 1132050090140
Fees:
FEE2003 -3405
FEE2003 -3406
FEE2003 -3407
LA Permit Status: APPRn'
Work: P
Description
r-
Description
Building Fee
Notary Fee
Building Fee
Totem' "
6 3'9A� 3 � 0 �
3i y91
Contractor's Address:
1 36
t \
Building Permit
Amount
$60.00
$5.00
$0.60
$65.60
on Value: $875.00
4
Page 1 of 1
Legal Description: 5 53 42 EARLETON SHORES PB 43 -80 LOT 1 & E25FT LOT 2 BLK 2 LOT SIZE
Total Fees: $65.60
Total Receipts: $65.60
r..urk covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
..«ed to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
(Contractor or Builder) BY: