WS-14-9164t
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20 l �
Permit No.
Master Permit No. .1j
Permit Type: BUII.DING ROOFING
JOB ADDRESS: 166 6 I V VV ! W
ST -
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: I I" .-) / U/- U o- S
Is the Building Historically Designated: Yes NO ✓ Flood Zone:
OWNER: Name (Fee Simple Titleholder): -j®h�'�°� �y �^ Phone#: �� 7 ' �Z/7- '`(a
Address: 16 6 AW /00---->-1
City: J l //-1" /
Tenant/Ussee Name:
Email:
CONTRACTOR: Company Name:
State: r—L-
Q
--2;,-�3ZS-Z)
•
City: KQ M PA-A(Q / �4-4-- State: F�(—zi 33 06 0 p
Qualifier Name: f KJ (- f Phone#:
State Certification or Registra�tiion #: 7 C 13 Certificate of Competency #:
Contact Phone#: qS�! 01 gs Jz Email
Address: 1) i %i l i -d — (Y® or S, r ® iy\-
DESIGNER: Architect/Engineer: �. O !�' Phone#:
Value of Work for this Permit: $ O Sa�uare/ inear Footage of Work:
Type of Work: OAddition ❑Alteration, ONew Rep ' /Replace
Description of Work:
Submittal Fee
Scanning Fee $
Color thru tile:
Permit Fee $
Radon Fee $
X`S7—/nIG'
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
6
ODemolition
CCF $ CO/CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address Z,4::
City
State
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 noticeof 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.
SignatureSignature AVA A)2-
Owner or Agent Contractor
The foregoing instrument was y11QQ owledged ::e thi z.%3AThe foregoing instrument was acknowledged before me this -2�
day of t r , 201 , byV i-rtJnd�/� p day of e,- l > 20 , by1 J �t�i rJi 1 l o t && I&
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.
f116"11 -M
My Commission Expires:
APPROVED BY
HENRYRAMIREZ
MY COMMISSION # FF 102369
EXPIRES: March 16, 2018
Bonded Thru Notary PuWie Undembrs
Plans Examiner
Structural Review
(Revised 3/122012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
P ' a P�•'r�Z
My Commission Expires:
P�},I HENRY RAMIRQ Ma
MY COMMISSION # FF io2m
EXPIRES: March 16, 2018
:Rr 14,`' Bonded Thru Notary Pubre undemrcna
Zoning
Clerk
� a 4 lye. YY
pp AAll '� s
t r
�x
r �,r•
u
.. _� �'Q l�!� yl h �t!(� J)Cf l ��^j' L� .. i � / i •I I
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'5 d d.011�ji�t No
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LA
115 S. Andrews Ave,, Rm. A-100;�'Ft. Lauderdale, FL 33301-1895 - 954-831-4000
VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 7014
DBA: LIED DOORS SOUTH FL INC ReC9ipt#'GEVE ALL CONTRACTOR
Business Name: Business Type:CONTR)
Owner Name: DENNIS M ROMWELLI Business Openedslo/01/1993
Business Location: 151 SW.5 CT StatOICownty1Cert1R9g:CBC033137
POMPANO BEACH ExemptionCode:
Business Phone: 942-8551
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
THIS BECOMES A T1Ut RECEIPT This tax is levied for the privilege of doing business within Broward County and is
non -regulatory in nature. You must most all County and/or Municipality planning
WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when
the business Is sold, business name has changed or you have moved the
business location. This receipt does not indicate that the business Is legal or that
it is in compliance with State or local laws and regulations.
Mailing Address:
ALLIED DOORS SOUTH FL INC
151 SW 5 CT
POMPANO BEACH, FL 33000
i
20
Receipt #a13B-12-00011141
Faid OS/08/2013 27.00
9�0
APPROVED
By
DATE
ZONNG DEPT
DEPT
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DATE
ZONNG DEPT
DEPT
k SUCUI-CT TO COMPLIANCE WITH ALL FEDI=RAL
S I ATF AND COUNTY RULES AND RFGULAI IONS
i
GARAGE DOORS
WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS
2010 FLORIDA BUILDING CODE
DADE COUNTY FLORIDA
175 MPH
Notes:
1) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings.
2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown.
3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application.
4) The design p Mre%tsisume the entire dosis width is in the end zone (zone 5) of the building. o
5) Most garage door openipgs, W nq� bi logat4d completely in zone 5. Therefore individual ^ ®�®®®>i ®80®®� g
calculations wiff 6esulPi� to fer ir95s *es! • 0 • `n ®®®®�®� ° }��` j ®��®O 'i �
6) For mean roof Neighls�lass thea 15' .use;5' ;retes. %®......... ,�° ®e® -5Z
7) This Table is only to be used in conjunction with Amarr Garage Doors.uj a E ®oo �0,� �' SF' �Q®®®� `o
o a
• ••• -LL ®°�. No 0048539 ' �`®IN
i • i i • i i • • 1r5 4ar6g$C4rt. Winston-Salem, North Carolina 27105
• • • • • • P4on%386) 7445100 •Fax (336) 744-5815'a c m 'Li • (/� : a'
www.aman.com `E- ® o = >
••• • • • • ••• • • '®®jam•' °t ® `®P
•i• i•••i ••• •i• i•••i F -N FL PO,� ®INQas, �,,, aN
MIAMI•DiADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 268
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 3I5-2599
NOTICE OF ACCEPTANCE (NOA) www.mlemidade.M/aeras
Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dada County PERA -Product
Control Section 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 Section (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 tasting and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it Is determined
by Miami -Dade County Product Control Section 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: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to T-0"
Wide
APPROVAL DOCUMENT: Dra ' g No. IRC -1209-189-21-I ed "Model #1200 Heritage &Oak
Summit 3000 Short, Long, Flush and Oak Summa ano s , eets 1 through 3 of 3, dated 05/08/2007, with
revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L.
Shelmerdine, 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 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence,
Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number, approval number (NOA), the applicable test standards, and
the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side
track, bottom angle, or inner surface of a panel.
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 x►egatively affecting the performance of this product.
TERMINATION of this NbA 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.
ADVERTISEMENT: The NOA number prebeded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. Many portion of the NOA is displayed, then it shall be done
in its entirety.. ... . . . , .
IN5PECIYQN: copyof th's ert;e 3qOA shall be provided to the user by the manufacturer or its distributors and
shall be ava�lglile fgginti;gctibJrat;hq job site at the request of the Building Official.
This NOA revises and renews NOA # 07-0706.05 and consists of this page 1 and evidence page E-1, as well
as app%al document mentioned above.
The su; tapon was r eviAwd by Carlos M. Utrera, P.E.
NOA No. 12-0228.03
INW.h.,
g 1Expiration .of Approval Date: May 3,,20e..i oiii
•• . . •
. . . .
:0: . . . .
. .. .. . . . ..
400
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. IRC -1209-189-21-1, titled "Model #1200 Heritage & Oak Summit 3000
Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated
05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors,
signed and sealed by Thomas L. Shelmerdine, P.E.
B. TESTS
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B1 17, prepared by Architectural Testing,
Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph
A. Reed, P.E.
2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test
Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by
David W. Johnson, P.E. "Submitted under NOA # I2-0228.09"
"Submitted under NOA # 07-0706.05"
3. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air
Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for
a 9' x 7' Si,ctional_Steel:Garage.Daor, prepared by American Test Lab, Inc., Report #
ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E.
4. Test report on. Tensile Test for 3 Samples per ASTM E 8, prepared by
Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated
05/30/2007, signed and sealed by Candido F. Font, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed
and sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERxAL CERTIIMC&TIONS::
1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file #
R11812.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by
�Struct Soludois PA., dated. 04/18/2012, signed and sealed by Tom L.
'.Shel*rd1,P�:
0
...arlos M. Utrera, P.E.
..• . • . . ...
' ' Product Control Examiner
. .
• • ' ' ' 'NOA No. 12-0228.03
• Expiration Date: September 6, 2017
Approval Date: May 3, 2012
••• . . . . •••,.• . E-1
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
3 S/B'
ATTACHED
Ha
AT EACH
4
e4 DA MN EXTERMR
o/Rvu QN PULYESTER
ATTACHED
(4) V4' x 3/4'
PER CARRIER
• • -b— • 3 S/B' V R -TRUSS
• • • • • • TYPICAL TDP FDRURES ATTACi41! Vi tQ V4• x
• • • • ?L%. 1 3/4' NEX HEAD ==MWS SLIDE LMX EN6AGE8 IIID VERTICAL
• • • TYPICAL IIURASAFE CENTER HINGE TRM @I BDTII sDtEs s/a' KN
• W LATT76 OR L= BAR DPrimoO
000000 H.US Q1
V/QD V4' x 3/491EX HEAD
SCREWS
INSIDE ELEVATION
R T.
GrL3i
SPIE ffi
TYPICAL DURASAFE END HDKGE 3 P OIX
BRACKET
co V4 4''NCX WADam nw TTA BEV/ o y SOT�ATTACHED
AT am AND STILE V/m 1,14' x 30,4-
HEX
0,4HEX HEAD SCREWS
ID BAIL STEEL RDLLLER W/B' STENRULLER
LARGE MISSILE
AND w RETAD4£R WSED
wamm EB SHOM PER
T,LtsYfilC& RMOM Mpg, 4 IMPACT RESISTANT
C) g- x 7'6 it DOOR.,
.SmvSTEEL R YTAUSS x ffi DA
CENTER CF SECTM
AT �M x W41 HEx WAD
SCREWS AT EACH SnM Atm QD
IN RM 8 HIMAY BETWEEN
3 5/8'N x m QA SALV. STEEL
R -TRUSS ATTACHED CD
PER SECTM V/ TN V4' x a014-
HEX
/4HEX HFAD SCREWS AT RAM
END bTLLE, ®AT Tt�
HRaGE LRCfi Aim Q9
R BAIL SxIN STILE BETfEEN
HDxiE Atm ENDSTR.E
CN
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL
TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL
INTERIOR OF GARAGE
JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF
THE LOAD TRANSFERRED FROM THE DOOR.
—► MAX. WIDTH 9'0'
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+286.5 LBS/FT & -303.8 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED. MANUFACTURED
DESIGN LOADS TI -TTI
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
+25B.S LUT
4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SIGN
-303.BtHs/Fi SEE NOTE 2
ROLLED FORMED. W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOVOL
USE (1) 3 6/8' R -TRUSS PER SECTION AND
(1) 2' 20GA STRUT ON THE BOTTOM SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 3
I BY nTALLER)
7. SUPPORTING STRUCTURAL ELEMENTS SHAD. BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
tN IBL (;ALV. STEEL am am
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
WITH On es x 1-1/4- 4
8, THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING
OF ALL CODS USED TO FABRICATE DOOR PANELS UNDER THIS
NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE
#3 14M MRASAPE 0111"
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO AS71M
CAMMER 0 R -TRIM
5—io.
E -B BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
W v4tt�;
HEX WAD SCREWS
THE MANUFACTURER. EVERY' 3 MONTHS. 4 TIMES A YEAR, THE
MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST
� �
REPORTS WI7H CONFIRMA71ON THAT THE SPECIMENS WERE SELECTED
SPF
FROM COILS AT THE MANUFACTURER PRODUCTION FACIUTIES. AND
(R0. B OR WM)
A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY
COILS WITH YIELD STRENGTH OF 34.600 PSI OR MORE SHALL 13E
USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS
NOTICE OF ACCEPTANCE
C) g- x 7'6 it DOOR.,
.SmvSTEEL R YTAUSS x ffi DA
CENTER CF SECTM
AT �M x W41 HEx WAD
SCREWS AT EACH SnM Atm QD
IN RM 8 HIMAY BETWEEN
3 5/8'N x m QA SALV. STEEL
R -TRUSS ATTACHED CD
PER SECTM V/ TN V4' x a014-
HEX
/4HEX HFAD SCREWS AT RAM
END bTLLE, ®AT Tt�
HRaGE LRCfi Aim Q9
R BAIL SxIN STILE BETfEEN
HDxiE Atm ENDSTR.E
CN
13 GA. FLAG BRACKET ATTACHED TO YODD JAMB
V/ (3) 5/16 DIAL X 1-5/8' LAG BOLTS AND TO
TRACK V/ (4) 1/4'-eo x 5/8 TRACK SPLICE
BDLTS AND NUTS ,
NG AT TMS LWA710M
'--20 TRACK SPLICE BOLTS & NUTS
JAMB TDTH (3) 5/18' DLA. x 1-5/8'
JAMB
12 0A. GALV. STEEL
ACAC RACKEYS 1/4'-20 x S/8'
TRACK SPLICE BBOOLLT &NUT
L SEE (TABLE 0 DAT PAGE 3
FOR JAMB BRACKET SPACING
TRACK CONFIGURATION FOR 8'8" UP TO 14' TALL DOORS
WOOD JAMB ATTACHMENT TO STRUCTURE
P Y 6 VFR
Effie
TO %MM FRA M Cn roe
9/16' % 3' LACI SCREVS STARTING 6' I MN ENDS THEN 18. O.C. 0 1/E' EMBEDMENT)
TI HOLT X 4' ST 6• FROM ENDS THEN E4' CSC. CE 1/E' EMBEHMENT)
FOLTI SLEEVE ANCHOR 3/8' X E-3/4• STARTTNG 6• FRDM ENDS THEN 16' 6C. 0 U4' EMBEDMENT)
1TV/RANSET REDHEAD CTRU-BGLT) 3/0' X 4' STARTING 6' FROM ENDS THEN E4' O,C. (B 1/E' EHBEM4UM
SAIP'UN L4' X 3' VS STARTWG 6' ENDS, USE PAUM OF FASTENERS
C3' APART) AT 8' O.C. 0 VW EMHEMEND
HB.TI 1/4• X E-3/4' KWIK-CON U+ SCREVS STARTM 6' FFM END$ USE PAIRS OF
FASTENERS Cr APART) AT 0' = 0 3/4• EMBEDMENT)
P Y 6 VERTICAL sAMB ATTACHMENT m GRLGITE7 r-gp BLOCK tPrtEn PCT GRDLmi
NOLTI SLEEVE ANIT%OR 3/8' % E-3/4' STARTING 6' FROM ENDS THEN E0. O.C. 0 1/4•
EMBEDMENT) (OR. USE FASTENERS'FDR HDLLOV C-90 BLOCK)
-LAGS AND BOLTS CAN BE CDUNTERSUNK TO PROVIDE A FLUSH MDUNTW SURFACE,
■PREPARATMN OF WOOD JAMBS BY OTHERS
lwmw lHaLLOW
STRUCTURE � MaRmELM
JAM
J"
E-3/4• HIM 1 -LE' MIN 9•
• 3• MAI
law W
Ga I
MAX SIZE
Z"- I1Jp 46VO
DESIGN LOADS
•
a
-67.8 PSF
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13 GA. FLAG BRACKET ATTACHED TO YODD JAMB
V/ (3) 5/16 DIAL X 1-5/8' LAG BOLTS AND TO
TRACK V/ (4) 1/4'-eo x 5/8 TRACK SPLICE
BDLTS AND NUTS ,
NG AT TMS LWA710M
'--20 TRACK SPLICE BOLTS & NUTS
JAMB TDTH (3) 5/18' DLA. x 1-5/8'
JAMB
12 0A. GALV. STEEL
ACAC RACKEYS 1/4'-20 x S/8'
TRACK SPLICE BBOOLLT &NUT
L SEE (TABLE 0 DAT PAGE 3
FOR JAMB BRACKET SPACING
TRACK CONFIGURATION FOR 8'8" UP TO 14' TALL DOORS
WOOD JAMB ATTACHMENT TO STRUCTURE
P Y 6 VFR
Effie
TO %MM FRA M Cn roe
9/16' % 3' LACI SCREVS STARTING 6' I MN ENDS THEN 18. O.C. 0 1/E' EMBEDMENT)
TI HOLT X 4' ST 6• FROM ENDS THEN E4' CSC. CE 1/E' EMBEHMENT)
FOLTI SLEEVE ANCHOR 3/8' X E-3/4• STARTTNG 6• FRDM ENDS THEN 16' 6C. 0 U4' EMBEDMENT)
1TV/RANSET REDHEAD CTRU-BGLT) 3/0' X 4' STARTING 6' FROM ENDS THEN E4' O,C. (B 1/E' EHBEM4UM
SAIP'UN L4' X 3' VS STARTWG 6' ENDS, USE PAUM OF FASTENERS
C3' APART) AT 8' O.C. 0 VW EMHEMEND
HB.TI 1/4• X E-3/4' KWIK-CON U+ SCREVS STARTM 6' FFM END$ USE PAIRS OF
FASTENERS Cr APART) AT 0' = 0 3/4• EMBEDMENT)
P Y 6 VERTICAL sAMB ATTACHMENT m GRLGITE7 r-gp BLOCK tPrtEn PCT GRDLmi
NOLTI SLEEVE ANIT%OR 3/8' % E-3/4' STARTING 6' FROM ENDS THEN E0. O.C. 0 1/4•
EMBEDMENT) (OR. USE FASTENERS'FDR HDLLOV C-90 BLOCK)
-LAGS AND BOLTS CAN BE CDUNTERSUNK TO PROVIDE A FLUSH MDUNTW SURFACE,
■PREPARATMN OF WOOD JAMBS BY OTHERS
lwmw lHaLLOW
STRUCTURE � MaRmELM
JAM
J"
E-3/4• HIM 1 -LE' MIN 9•
• 3• MAI
law W
Ga I
MAX SIZE
Z"- I1Jp 46VO
DESIGN LOADS
+87.0 PSF
a
-67.8 PSF
,0 :.
LARGE o�
OLE a+.. .,.[pip �' %-9
RESISTANCE ����i`ss/O{Utl�R
167 CAM= c•aT balm@+-SPLex. NC enM VWAx1M=
MODEL #1200 HERITAGE 3000
MODEL #1200 OAK SUMMIT 3000
H0$T, LANG. FLUSH 8( OAK 80MLIIT PANWA
97EMmuirf =I am OT/18/a I mumem
8
=miff swI am ow/di n-1209-189-21-1
OEM 11M L EROM PL UC RA 00M IBM 2 CF 3
•
TABLE 1
TABLE 2
DOOR
SECTION HEIGHTS
DOOR
TRACK ATTACHMENT
SPLICE
HEIGliTJBtm
1 #2 1
#3
1#4
#5
1 #6 1
#7 #8
HEIGHT A
B
I C
I D I E
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