RC-06-2653 1 1 .1 < Miami Shores Village
10050 N.E.2nd Avenue
massgain
Miami Shores, FL 33138-0000
Phone: (305)795-2204 Fax: (305)756-8972
ffkre9 IN 0
aR�p Permit
Permit Status:APPROVED
Issue Date: 10/30/2006 Expires: 04/28/2007 Permit Number: RC-10-06-2653
Owner's Name: one:
Permit Type: Residential Construction
Parcel#: 1132050190050
Work Classification: Garage Door
Block: Lot:
Job Address: 1150 103 Street NE Section: PB:
Miami Shores Village, FL
Contractor(s) Phone Primary Contractor Total Square Feet: 112
HOME OWNER Yes Total Valuation: $ 1,250.00
Re uired Inspections
Additional Information Final
Type of Construction: Occupancy:
Stories: Exterior:
Front Setback: Rear Setback:
Left Setback: Right Setback:
Bedrooms: Bathrooms:
Plans Submitted: Certificate Status:
Certificate Date: Additional Info:
Bond Return: Classification:Residential
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 responsibility for all work done by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
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. Futhermore, I authorize the above-named contractor to do the work
stated.
Fees Due Amount Invoice Number Amt Due Amt Paid
CCF $1.20 RC-10-06-26575 $114.60
Education Surcharge $0.40 Total: d�kr6
Permit Fee-Additions/Alterations $110.00
Scanning Fee $3.00 �g
Technology Surcharge $0.00 ® PAID
Total: $114.60
Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
I� DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES.
Applicant Signature
°R $G®� Inspection Worksheet
• ` Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores FIL
VFNT85 IN 50
Phone: (305)795-2204 Fax: (305)756-8972 MV
Inspection Number: I'NSP-30709 Permit Number: RC-10-06-2653
Inspection Date: 11/14/2006 Permit Type: Residential Construction
Inspector: Grande, Claudio Inspection Type: Final
Owner: , Work Classification: Garage Door
Job Address: 1150 103 Street NE
Miami Shores Village, FL
Phone Number
Parcel Number 1132050190050
Project: <NONE>
Block: Lot:
Contractor: HOME OWNER
Building Department Comments
AFTER 2:00 PLEASE
Inspector Comments
Passed
Failed
Correction a
Needed
Re-Inspection
Fee
($75)
No Additional Inspections can be scheduled until
re-inspection fee is paid.
Monday, November 13,2006 Page 2 of 2
Receipt
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL 33138-0000
Phone: (305)795-2204 Fax: (305)756-8972
Permit Number: RC-10-06-2653 Owner Address:
Invoice Number: RC-10-06-26575 205 NE 87 ST
Applicant: MIAMI, FL 33138-3017
Company Name: RADER MEMORIAL UNITED &METHODIST CHURCH
Job Address:
1150 103 Street NE
Miami Shores Village, FL
Date Payment Type Check Number Amount Change
Tuesday, November 7,2006
11/07/2006 Check 6425 $114.60 $0.00
Total Payment: $114.60
Page 1 of 1
Miami Shores Village � s
� � 2006
Building Department oo OCT ,
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 B7 -------
Tel:(305)795.2204 Fax:(305)756.8972
raj- 1 .
BUILDING ,— Permit No. ® � 2-b5
01 M�
PERMIT APPLICATION W61 Master Permit No.
FBC 2004
Permit Type(circle): oBuffding Electrical Plumbing Mechanical Roofing
\ ll--
Owner's Name(Fee Simply1�t AAII t f�rlV�P one# 3 C)`j qu-7 -3 9 09
Owner's Address G (C:�n e �T
CityN_VV1 CAW 1 C State t 1 b v `d G•- Zip
Tenant/Lessee Name Phone#
Job Address(where the work is being done) Q-j
City Miami Shores Villaee County Miami-Dade Zip 3�
FOLIO/PARCEL# �` - (L-)I q —QCT
Is Building Historically Designated YES NO
Contractor's Company Name Phone#
Contractor's Address
CityState Zip
Qualifier Name Phone#
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name(if applicable) Phone#
r, 1
Value of Work For this Permit$ V -00
Square/Linear Footage Of Work: I 1
Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑Demolition
Describe Work: a C,_ e--. T-
Submittal Fee$ Permit Fee$ Q CCF$ 1. CO/CC
Notary$ Training/Education Fee$ Technology Fee$
Scanning$ n Radon$ DPBR$ Zoning$
Bond$ Code Enforcement$ Double Fee$
Structural Review.$ Total Fee Now Due$ 7 PAI®
See Reverse side--+ CK (46
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
inspectio ill not be approved and a reinspection fee will be charged
Signatur 1" �� o r— Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of QC` ;by_C)Sz,.91�� .Sr,,SQS , day of .20 by ,
whop perso o 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:
iNOTARY PUBLIC:
tS;•�M�SSIOIyF•;c9jp
Sign. An:
o _
Print: off � �. _ �. .ArIt:
#DD 293346 ;Q�
My Commission Expires: f�j��y �y.•yN Commission Expires:
C.
fill
APPLICATION APPROVED BY: G Z'� b� Plans Examiner
Engineer
Zoning
(Revised 02108/06)
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
NAME:` u1�Ch DATE:
ADDRESS:
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, FS 489.103(7). And I have read and understood 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 a licensed contractor.You have applied for a
permit under an exception to the 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.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 complete,the law will
presume that you built for sale or lease,which is a violation of this exemption.You may not hire
an unlicensed person as a contractor.It is your responsibility to make sure the 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-holdings tax and
provide workers' compensation for that employee, all as prescribed by law.Your construction
must comply with all applicable laws, ordinances,buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Initial
2. I understand that as an' owner-builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial
_<i�)>
3. .I have ' ' 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial 'hCl-
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code —. only if the structure meets the
minimum code.
Initial
5. I understand that as an owner-builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate`any contract disputes.
Initial 6
0
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
Initial
7. I understand that if any person gets injured on my construction project—they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
Initial
8. I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Initial
Was acknowledged before me thisJ day of C� 20
By D(IW�d 1((AWCJ k W44 7) who was personally known to me or who has
Produced there License or as identification.
201 9 5
OWNER
�,EYnf'
i,
OCT 5 20
06
M I A M I-DADE MIAMI-RADE COUNTY,FLORIDA
C
METRO-DARE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCM -` WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA)
1
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-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 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 Aami-
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 Florida Building Code including
the High Velocity Hurricane Zone.
DESCRIPTION:Sectional Garage Door 161-2"Wide.
APPROVAL DOCUMENT: Drawing No. 101300, titled "Double Car Hurricane Pan Door", dated 02/15/95 with last
revision on 01/06/04,sheets 1 and 2 of 2,prepared by Clopay Building Products Co,signed and sealed by M.W.Westerfield,
P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration
date by the.Miami-Dade County Product Control Division.
MISSILE IMMPACT 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 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
38000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance
ADA'TRTISEMENT: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 the request of the Building Official.
This NOA renews NOA#03-0829.05 and consists of this page,evidence page as well as the approval document mentioned
above.
The suhmitted documentation was reviewed by Candido Font PE.
Miami Shores Village -
APP - VED BY
NOA No 05-1212.02
ZO PT Expiration Date: March 26,2007
Approval Date:March 23,2006
BL ` T Z Page 1
SUBJECT TO COMPLIANC 11 H ALL FEDERAL
STATE AND COUNTY RtJLFS AND RFOIJI ATIONS
�looav .Building Products Co.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWINGS
1. Drawing prepared by Clopay Building Products Co., titled "Double Car Hurricane
Pan Door", Drawing No. 101300, dated 02115195, with last revision on 0110612004,
sheets I through 2 of 2, signed and sealed by M.W. Westerfield, PE.
ii. TESTS
Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 of " Garage Door", prepared by Hurricane Engineering & Testing, Inc.,
report No. HETI 95-408, dated 01125195, signed and sealed by H. M. Medina, PE.
?. Test report of Uniform Static Air Pressure Test Per PA 202 on " Garage Door",
prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95-407, dated
011241.95, signed and sealed by H. M. Medina, PE.
J'. Test report of Forced. Entry Resistance per section 3603.2(b)5 on "Garage Door"
prepared. by Hurricane Engineering Testing, Inc. report No. HETI 95-407f, dated
01125195, signed and sealed by H. M. Medina, PE.
C. CALCULATIONS
1. Calculations dated. 01120195; pages 1 and 2, prepared by M. W. Westerfield, PE,
signed and sealed by M. W. Westerfield,PE.
?. Calculations dated 02124195, page 1, prepared M.W. Westerfield, PE, signed and
sealed by M.W, Westerfield, PE.
D. MATERIAL CERTIFICATIONS
1. Test report of Tensile Test per ASTM E 8, report No. HETI 94-T59, prepared by
Hurricane Engineering & Testing, Inc., dated 02106195, signed and sealed by H.M.
Medina, PE.
Test report of Salt Spray Test per ASTM D1654 & ASTM B117, report No. 9EM-1144,
prepared by Q.C. Metallurgical, Inc., dated.06103199, signed and sealed by K Grate.
E,. STATEMENTS.
I. Affidavit of yield strength compliance prepared by R. D. Shifflett employed by Clopay
Building Products Co., notarized on 0111112001 by B. H. Schuler.
F. QUALITY ASSURANCE.
1. Building Code Compliance Office.
Candido F- on ,PE.
Senior Product Control Division
NOA No 05-1212.02
Expiration Date:March 26,2007
Approval Date:March 23,2006
E-1
4r
9 3, `4-_--(UF TO 8'0" HIGH). H93, H94 (UP TO 120 HIGH
RA E I f-1 F !J -D L-IMB UPCZ & CHFT
la CA. GAUV. DOUBLE END STILES 7�[T 7f I o F,,,E
:TUSHED TO rCr Alic) 9.3rT�!.l F.�L
E: T
Ef —------
NITH PATENTED TOG-L-L" S(rT 1 1)Q:Sk; VENT ARELA; FRA.CH PL.-j-,- i p- 1
&NE INTERMEDIATE STILE BET14EEN EACH EMBOSS LOCATION 4 IDEL. tA.,IL 87/97: DDS/G-40 'BIAS oCF;K,G-61'
M, A--IIED W/PATENTED TOO-L-LOC SYSTEM (TOP&BOT) 16 CA.PAINTED END STILES ATTACHED To DOOR 5 8%25./200 DED EYTENDED HEIGHT N43ELS H�40 -D -
AND IJRETHATJE ADHESAIE:F-(ALONG CENTER) SKIN WITH PAT'DUED TO-C-L-LOC SYSTEM }
3, H4,1
—A (TOP,BOTTOM &CENTER). 1,o/2004 JAMB
ATTACHMENT VEJIT NOTFS MOCIFIED
mp
Fr JFF==�=fl 11 i I MEW V
MEW
2 GA.GAIV TRACKE
LOCK POSITION IRACK CHEDOP B
8
18"SIDES)
m TWO . OR SHEET METAL SCREWS ADJ SILL E ATTACHED
HAS BEE.LICKING N TESTED TO TOP BRACKET WITH(2) 1/4"xl/2'BOLTS AND
PER REQUIREMENTS NUTS PER BRACKET.
OF SECTION 12.1 OF
ur TAS 202.LOCKS HAVE
5/8-MIN.ENGAGEM W. 2-1/2'
r if DOOR TESTED FOR 24 GA DDS STEEL(UN.WELD STRENGTH:
311 K -4R
Z&WIIIR�N
ROM OUTSIDE W- GALVANIZING &A -4—
T
LOCK AND INSIDE • 36XED-ON POLYESTER PAINTED TOP S."
L SLIDE BOLT LOCK APPLIED TO BOTH SIDES OF STEEL CA TALLLC-CHANNEL
----A OPTIONAL OUTSIDE KEYED LOCK POSITION OPTIONS(SEE - (ASTIM No.A653). 16 GA. GALV. STEEL
MAX.DOOR WIDTH- 16'-2" LAYOUT OF EACH 14 GA-GALV.ROLLER HINGE
INSIDE ELEVATIONS LOCK ON NEXT PACE). SHIP LAP JOINTS.�-- SIT H HINGE FASTENED TO END
LOCO OF OPTIONAL VENTS V LES W/(4)#14x5/8'SHEET METAL
AREA OF VENTS NOT TO EXCEED TRACK CONFIGURATION I AND(4) I/4:N3/4'SELF TAPPING SCREWS.
Za SQ.INCHES HEIGHTEXTENDED NPOELS H93. H94 CENTER K%NG REQUIRED FOR (SEE NEW*8")
DOOR NUMBER OF DOORS UP T0_jZndM DOORS OVER 11'HIGH
HEIGHT SECTIONS`
I Aff Tm.I vo i 11 ONE 6*TALL C-CHANNEL PER DOOR SECTION. (SEE NEW-D-)
19-0-To 10-6- 16 CED
-CHANNEL ATTACHAT EACH STILE LOCATION WITH
10'9-TO 12 0-17 1) 1/4'x3/4'SELF TAPPING SCREW.
SECTIONS ARE EITHER IS-OR 21'HIGH TAPERED STEEL TRACK AND ANGLE.
�W mcAI-a 1117ICKNESS:.101*.ANGLE THICKNESS: Ds6- SUPPORT
TRACK
BY DOOR
TRACK
1-1/4"WIDE. 16 GA. GALV.STRAP. (7)PER
'"TURL RAISE)pxm� VERTICAL/HORIZONIALL 14-MAXIMUM SPACIN13 DOOR SECTION.EXCEPT ON 2 0
4
pfflal. /My.INTUL N 1/4L ZT. - M LAST MOUNTING SECTION (I INS ON.G EACH ATTACHFD
& ITT'., FROM
NUTS FOR EACH TRACK. SELF (TWO
94,H94 I T"TURL RAISED STILES I T-1. I SLOT TO TRACK JUNCTION (3) /4 SCREWS
SCR TO ONE SCREW TO C CHANNEL).
TRACK CONFIGURATION
93, 9 ADDITIONAL MOUNTING SLOTS 13 GA.OALv.STEEL BOTTOM BRACKET.HEIGHT 0 SPACED AT 12"CENTERS. VERTICAL ATTACHED WITH(2) #145/8 SHEET METAL SCREWS.
M- - 1D.O.SPHITITRACK LENGTH 0�-
DDOBa-UP TO 8*0" HIGH
14ORIZONTAL TRACK SUPPORT
DOOR BY INSTALLER(TO SUIT) [11-ON CENTER lu
t - ALUMINUM EXTRUSION&VINYL WEATHERSTRIP.
DOOR COUNTERBALANCE SYSTEM Z-0 132 DE NEWT
ll`'�ll
i #I 4x5/8"SHEET METAL SCREWS
- 3 NE.V TRACK BOLT AND NUT AT EACH
12 GA.GALV.STEM CONTINUOUS MOUNTING SLOT LOCATION.
6 U
1-5/8"x 2-3/8'ANGLE. . . .. . .
/4 x3/4 SELF
.r76 (7-6-H&8-0-H DOORS ONLY) 22- TAPPING SCREWS,
:RACK CONFIGURATION Rn-t-T7 14 CA END HINGES i4_1111-INTERMWNL UIN.GE
o63' V NEW"El
6-6 70
763-1/2' ONE 5/16'x 1-5/8"LAG SCREW SPACED AT THE SAME
2 ETC.) ADDITIONAL LAO SCREWS LOCATED AT 16-.28-,&
-38- 40"FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE DESIGN LOADS: +46.6 P.S F. -52.0 P.S.F. (MODELS 83, 84A,93, 94)
VERTICAL HORIZONTAL TRACK JUt
'C"ON' --A DESIGN L +46.6 P.S.P.&-51.7 P.S.F. (MODELS 1493.H94)
L
Sr 2-GALV. STEEL TRACK, 2
I DISTANCES AS THE TRACK BOLTS I.E.3-1/2". 10".22".34'.
TRACK THICKNESS: .083" 46",
TOLERANCES .00: *.03 SCALE- lAll S1zr
NOTED I . "'
16'2W 12'O'H
1-2 -TYP.2-1/2"02 GA.GALV. F 2
DeO03O: *.007 JOATE 2/15/95
Deg— *I/Z
DISTANCE FROM BOTTOM OF VERTICAL' clapayl o', 000 k*o,
TRACKTOEACH CUP IS:3-1/2',
3-1 10 �� CLOPAY BUIL JBRAVN BY, Mwly DOUOLE CAR HURRICANE PAN PnOR
TRACK CUPS.
-/2' :.,2 63.AND ' NO PRODUCTS
IT,- 7"' m'n--1 8111le4inn Pr�rlti,+� RgRg vl IV`.1 t.
------i
----� ---- ... I DRAWIM WMBER
MASON H1�0 4,1,0�40 HEC"E.BY,
101300
(,I,
'i 0
L�G " MARK WE§TEPhttD, P.E. --I B
tCvlcup7-i/l* FLORIDA REGISTRATION No. 48495 Company_ !C 1�j
',-, 1 —t-E 4
94i P 10 HIGH). H9.3, [194 (UP T:) i)'C' .11GH)
-, -,*
22.6 J-*IfvlB TO RIPPORTRIC STR(-F-*Tl-JFE ATTI-II.C[AiElIT 1`14GE 2 OF `-717 -.FFIT F,VA; T;l ADDED JAIAB 0*�% P-,(F5-
1-1 LL I if I.-il --0A i.-ir D30P.IS TRAVSFERRED TO THE TRACK AND THEE Fp.cf.i THE 3 1 'D.3 REV.JAMP ATTAf,*]-I. FSTEI,IF F -,11 F--.
TTHE6 ERTIC6(.JM,113S (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE HOR17ONTAL 14%18 4 1 7/00 -b d. 87/94; DDS/,,i-40
1,�Irl li'IPPIIaFEPPEO TO THE HORIZOUTAL(TOP)JAMB. (NO LOAD FROM DOOR) 1
2) EACH V.PTICAI J14B SETS A MAXIMUM DESIGN LOAD OF+372.8 LB& -416 LR.PER UNEAR Fanr OF JAMB. 5 5j'25/03 ADDED EXT NDED HEIGHT MODELS-
'I L� RIIFB FA-, -S I IlRltll FII (BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE A FLUzH MOUNTING SURFACE. 6 1/6/'04 JAMB ATFACHMENT & VEIIT NCITES MODIFIED
%V81-
'.kTEE BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3)2.6 PRESSURE TREATED GRADE
42 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS
IN BENDING(F,)FOR DOORS UP TO 8-0-HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS
AND IN ACCORDA14CE WITH THE FLORIDA BUILDING CODE.(4)2x6 PRESSURE TREATED GRADE#2 OR BETTER FASTENER END r SLIDE BOLT
WOOD STUD TYPE STILE ESND
OFA STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN SENDING FOR LE LOCK ENGAGES
DOORS UP TO 2'0'HIGH. INTER.
MIN. No. STILE LOCK INTO VERTICAL
BLOCK WALL OR CONCRETE OF FASTENERS Bm , TRACK. ONE
2x6 WOOD JAMS S14 BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN, PER VERTICAL GUIDE LOCK ON
ALL OUTSIDE EACH SIDE
BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH 5 BAR EXTENDING JAMB HANDLE OF DOOR.
INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS ADM THE TIE BEAMS INSIDE SLIDE BOLT
TO FOOTING PER BAR PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE C
DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. MAX. D.C. LO
r LOCK OPTION
2x6 VERTICAL JAMB ENGAGES IN
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT / I -/- OUTSIDE KEYED ' TRACK ON
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2X6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) LOG BAR LOCKING EACH SIDE
OF DOOR. SNAP LATCH ENGAGES
N-CENTER ONTO TICAL TRACK.--
D=m- arm ONE SNAP I ATr.H ON 7
BETWEEN WASHERS i EACH SIDE OF 7/
BUILDING TYPE FASTENER TYPE FASTENERS REQUIRED?
1.�kV17 A WIS EMBED STRUCTURE I YES INTER. STILE
BLOCK WALL OR CONCRETE !I �34 MIN. ELCU TAIPCON ROW I
Al ISLUCK WALL UK CO CR IF W FUWER-511,11)EXPANSION ANCHOR(74W M.) I
N.EMBED POWER LOX T ANCHOR ADIT(5000 S OUTSIDE KEYED END
.LE
t INSIDE HANDLE
MINIMUM DISTANCE 83 EN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:3*.EXCLUDING STUCCO THICKNESS. HA STILE
&C FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF T14E MAXIMUM ON-004ER DISTANCE.HIGHEST ANCHOR INSTALLED AT LEAST Ar HIGH AS THE DOOR OPENING.
LOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
ANOTE:A 339.INCREASE IN ALLOWABLE LOAD HAS BEEN USED IN THE DESIGN OF CONCRETE ANCHORS&WOOD FASTENERS. OUTSIDE KEYED LOCK i
SNAP LATCH LOCK QP710
I"DOOR OVERLAP(EACH 91,1!) PjMOU NG BY DOOR INSTALLER(TO SUIT)
MIN. 16 GA
CZV. PREPARATION N
STEIR.PAINTED END STILE CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW
2x6 WOOD JAMB IS GA.GALV. STEEL DOUBLE END Snl.� PINE WOOD JAMBS WITH 5/16"xi-5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO
SEE"JAMB PREPARATION (13) LAG SCREWS PER SIDE UP TO SW HIGH Qt),LAG !�M P�SIDE LIP
NOTE'ABOVE I! GA.GALV.STEEL INTER.STILE -10 u U HIGH, SIDE UP-10 ig,c]"RIG,: 7b H2
H'
12 GA. MIN.GALV.STEEL CONTINUOUS B CONFIGURATION. HEIGHT MODELS 83 8� 93, 94 SIDE UP TO 11 l�)HLIGAH4.�A`(KIL7)lAvG�SCREWS PER SIDE UP TO 1"004�HlGtl-L`6TKHtE METHOD OF
JAMB) ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMES
.0 0 WjT
ANGLE FASTEN[ D JAMS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN
SCREWS-
WITH Mls"XI-5.8 LAG SC
. C. I N E ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING.
ED 14 C CONTINUOUS I.D. 8 GA.GALV.STEEL CENTER HI,
Nor
C 'AM. NUT FASTENER 1 PREPARATION OF JAMES BY OTHERS.
ANGLEMAYBE NOTCHED OUT AT B ROUND
STILES W/4
To STRUCTURE C�
ATTACHMENT POINTS. EACH'jl'4xT5'/8MSHkET METAL SC EWS.
TEFL ROLLER ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS,AND ALL OTHER
14 GA GALV.MIN.GALV.STEEL TRACK FASTENED WRdEES DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS
2" 1 C
C E
TO 12 GA. IN.GALV.STEEL TRACK CUPS. SHEET METAL SC AND SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED.
TRACK ATTACHED TO EACH CLIP SELF TAPPING SCRStS PER END HINGE,
WITH TWO 1/4"x5/8"BOLTS&NUTS. VnAll
EACH TRACK CUP ATTACHED TO 2"MIN.OV,LONG STEM. 10 S&L STEEL ROLLER.
CONTINUOUS ANGLE WITH END OF ROLLER STEM THREADED FOR
(2) 1/4'DIA.RIVETS PER CUP. 7/16-Mg.
JAMB CONFIGURATION
EXTENDED HEIGHT MODELS H93. H94 r 07- 21�1,P.,
I-DOOR OVERLAP(EACH SID UQUH�i UP lu lzu tllu
`7
E) Z'
• 3*MIN. STOP MOULDING BY DOOR INSTALLER(TO SUIT)
6 WOOD JAMB GALV.STEEL PAINTED END STILE
AME,PREPARATION
SEE"J
—I-7.
NOTE"ABOVE
SS GA. GALV. STEEL DOUBLE' 20 GA.GALV.STEEL INTER.STILE DESIGN ENGINEER If�wxl
D STILE MARK W. WESTERFIELD, P.E.
FLORIDA REGISTRATION No. 48495
3 MIN.
"'I
1-5/8" 2-3/8*MIN.x j%GA.TAPEREO 7ANGLE.
SEE LAG BOLT MOUNTING
AT TRACK CONFIGURATION ROU Nn 1.8&GAILV.STEEL CENT HINGE FASTENEDDESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. �MODELSHS 84A. 93, 94)
S�ALLED ON EACH T R*SnL%644) H®74x5/B' 93
IS SHEETDESIGN LOADS: +46.6 P.S.F. & -51.7 P.S.F. MODEL 3. H94)
ROLLER SHAFT. MErAL S gillp TOLERANCES .00 Him.SIZE—STE-
03 SCALE, PA"'
6'
NOTE
14 CA,GAIN.STEEL sm oim� 2 OF 2 IS'?'W 12'0"H
101"THICK 3"GALV. STEEL TRACK FASTENED FASTENED TO END- u�
7
AS S71% 4'�MW .0000 1-007 DATE, 2/15,
TAPERED ANGLE.TRACK ATTACHED t2l4x5/5"SHEET METAL SC AND
METAL SrV
S ,EL /95
TO TAPERED TAED ANGLE WITH TWO 1/4"XS/B" SELF TAPPING SCREWS PER EN ay 1/2' EKWiFlTlW'
DOUBLE
13 ER T'..SLOT.
114 0 HINGE ULU �yyy DOUBLE CAR HURRICANE PAN DOOR
RItiIYJinn BOLT&NUT AT EACH MOUNTING SLOT. DRAWN BY.
ON PUKE @Lyp:
r -1/v-mc RAL.,aw= I . ....... DRAW I—
MASON OHIO 45040 01300
(Company (51.1) ... .. 1cmEcKED By' B