HomeMy WebLinkAboutAPPROVED NOA- Daly M IAM I•Dy4DE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
Amarr Garage Doors dba Entrematic
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-Dade County RER-Product
Control Section to be used in MiamiDade County and otherareas 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/orthe AHJ(in areas otherthan MiamiDade County)reserve the right to have this product
or materialtested for quality assurance purposes.If this product or materialfails 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 materialwithin their jurisdiction. RER 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 650 Oak Summit,600 Stratford&950 Heritage Series 1000&2000 Steel
Sectional Garage Door up to 16'-0"Wide w/Impact Resistant Windows—L.M.I.
APPROVAL DOCUMENT:Drawing No.IRC-6016-156-26-I, titled"Model#650 Oak Summit,
#600 Stratford and#950 Heritage Series 1000 & 2000", sheets 1 through 3 of 3, dated 02/05/14,
prepared by manufacturer, 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: Each unit shall bear a permanent label with the manufacturer's name or logo,manufacturing
address,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 ofthis NOA shallbe considered aftera renewal application has been filed andthere hasbeenno change
in the applicable building code negatively affecting the performance of this product.
TERMINATION ofthis NOA will occur afterthe expiration date or if there hasbeen a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse ofthis NOA as an endorsement of any product,
for sales,advertising or any otherpurposes shall automatically terminate thisNOA. Failure to comply with any section
of this NOA shallbe cause for termination and removalof NOA.
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 shallbe 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 revises NOA No. 19-0911.04 and consists of this page 1 and evidence page E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.20-1015.40
MIAMI-DADE COUNTY Expiration Date: September 25,2024
Approval Date: January 28,2021
TI/22/21 Page 1
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0421.01)
2. Drawing No. IRC-6016-156-264, titled"Model#650 Oak Summit, #600 Stratford
and# 950 Heritage Series 1000 & 2000", sheets 1 through 3 of 3, dated 02/05/14,
prepared by manufacturer, signed and sealed by Thomas L. Shelmerdine, P.E.
(Submitted under NOA No. 14-0421.01)
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
4) Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 16'x 7' 24 ga(0.021")
steel garage door Model#600,prepared by American Test Lab, Inc.,Test Report No.
ATLNC 0211.01-14,dated 04/02/14, signed and sealed by David W. Johnson, P.E.
(Submitted under NOA No. 14-0421.01)
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D 1654& ASTM B 117, prepared by Architectural Testing,
Inc.,Test Report No. C5463.01-106-18, dated 04/03/13, signed and sealed by Gary T.
Hartman, P.E.
(Submitted under NOA No. 13-0503.08)
C. CALCULATIONS
1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/03/14,signed and
sealed by Thomas L. Shelmerdine, P.E.
(Submitted under NOA No. 14-0421.01)
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
Manuel Perez,P.E.
Product Control Ex in r
NOA No.20-1 15.4
Expiration Date: September 25, 4
Approval Date: January 28,2021
E- 1
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
F. STATEMENTS
1. Statement letterof conformance,complyingwith FBC 6th Edition (2017)and of no
financial interest, dated 09/11/17, issued by Structural Solutions, PA., signed and
sealed by Thomas L. Shelmerdine, P.E.
(Submitted under NOA No. 17-1010.12)
G. OTHERS
1. Notice of Acceptance No. 17-1010.12, issued to Amarr Garage Doors dba Entrematic
for their Model 650 Oak Summit, 600 Stratford&950 Heritage Series 1000 &2000
Steel Sectional Garage Door up to 16'-0" Wide w/Impact Resistant Windows,
approved on 12/21/17 and expiring on 09/25/19.
Manuel Perez,P. .
Product Control Ex r
NOY No.20-1 15.4
Expiration Date: September 25 44
Approval Date: January 28,2021
E-2
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 7th Edition (2020)and of no
financial interest,dated August 27,2020,issued by Structural Solutions,P.A.,signed and
sealed by Thomas L. Shelmerdine,P.E.
G. OTHERS
1. Notice of Acceptance No. 19-0911.04, issued to Amarr Garage Doors dba Entrematic
for their Model 650 Oak Summit, 600 Stratford&950 Heritage Series 1000 &2000
Steel Sectional Garage Door up to 16'-0" Wide w/Impact Resistant Windows,
approved on 10/03/19 and expiring on 09/25/24.
Manuel Perez,P.E.
Product Control Ex r
NOY No.20-1 15.4
Expiration Date: September 25, 4
Approval Date: January 28,2021
E-3
14GA, 2' 14 GA 1.25' X 1.25' X 1
14 GA 1.25' X 1.25' X I END HINGE ATTACHED PUNCHED ANGLE ATTACHED TO
12 GA. GALV, STEEL PUNCHED ANGLE ATTACHED TO • 14GA, CENTER HINGE ATTACHED 24 GA. (.021') MIN EXTERIOR SKIN ADJUSTABLE SLIDE ON TOP
ADJUSTABLE SLIDE ON TOP W/ (4) 1/4' x 3/4' W/ (2) 1/4' x 3/4' W/BAKED ON POLYESTER FINISH FIXTURE WITH Cll 5/16' X
COMMERCIAL TOP ROLLER FIXTURE WITH (I) 5/16' X HEX HEAD SCREWS HEX HEAD SCREWS FIXTURE
BOLT AND NUT
BRACKET ATTACHED W/(4 3/4' BOLT AND NUT3/4'1/4' x 3/4' HEX HEAD
SCREWS PER BRACKET c ADJUSTABLE 14GA, ROLLER CARRIER 12 GA COMMERCIAL
ROLLER CARRIER #3 14GA. SHEARED ROLLER ATTACHED TO END 70P FIXTURE ATTACHED W/C4>
ATTACHED W/ t2) S 1/2' 18GA. k-TRUSS ATTACHED CARRIER ATTACHED TO TILE W/ (3) 1/4' x 1/4' x 3/4' HEX HEAD SCREWS
5/16' x 3/4' W1 (2) il4' x 3/4' R-TRUSS W/ (2) 1/4' x 3/4' HEX HEAD AT EACH END STILE
BOLT & NUT PER 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED
BRACKET HEX HEAD SCREWS AT 00 SCREWS PER CARRIER W/(2) 5/16' x 3/4" BOLT AND NUTS
•• EACH CENTER STILE
2' 10 BALL STEEL OR 10 5 1/2'H X 18 GA. ON TOP 2' 10 BALL STEEL OR 10 ow SLIDE LOCK ENGAGES INTO VERTICAL
BALL NYLON 9'STEM ON SECTION (5' R-TRUSS) BALL NYLON 9' STEM
TOP SECTION W/ 7/16' ATTACHED W/(3) 1/4' X 3/4' TRACK ON BOTH SIDES (SNAP LATCH,
BOLT RETAINER FOR o HEX HEAD SCREWS AT ROLLER W/ 7/16' OR LOCK BAR OPTIONAL) ATTACH Wl(2)
NON-THREADED SHAFTS ENDSTILES AND RETAINER FOR 1/4' x 3/4' HEX HEAD SCREWS
NON-THREADED SHAFTS TOP SECTION 5 1/2'H X 18 GA. (33 KSI)
(2) AT EACH CENTER STILE <5' R-TRUSS) GALV, STEEL R-TRUSS
TYPICAL TOP FIXTURES 1 TYPICAL CENTER HINGE PRODUCT RENEWED ATTACHED ON BOTTOM (IF TOP FIXTURE
W/ (3) 1/4' x 3/4' HEX HEAD SCREWS
N.T.s. N.T,S, as complying with the Florida A7 EACH END STILE AND <2) 1/4' x
Building Code 3/4' HEX HEAD SCREWS
NOA-No. 1"911.04 TYPICAL END HINGE AT EACH CENTER STILE
SEE PAGE 2 FOR OPTIONAL N.T.S.
SEE PAGE 3 FOR RECOMMENDED GLAZED SECTIONS STRUT Expiration D e09/25/2024
SECTION CONFIGURATION AND STILE LAYOUT By 14 C,gH,INGE
1 Miami-D d Product Control
MiXA - I LARGE MISSILE
5 1/2'H X 18 GA. (33 KSI)
T (1) PER SECTION (5' R-TRUSS)
(TOP) IMPACT RESISTANT AGALV, STEEL TTACHED W/!(3)R1/4' x 3/4'
HEX HEAD SCREWS AT EACH
3. 20GA. STRUT ATTACHED END STILE (2) AT EACH
2 I 3 D WI(2) 1/4' X 3/4' HEX CENTER STILE
THROUGH HEAD SCREWS AT END AND
H EACH CENTER STILE
F]♦BOS MENTS (1) 3' 20 GA (80 KSI) STRUT ON
S
C
F
OTTQM PANEL
UT SHOWN
�aaRnY 4 2' 10 BALL STEEL OR 10 3' X 5-11/16'
(MIN)O THICK CATTACH ATTACHED 13 GA CMINJ BOTTOM
BALL NYLON ROLLER 9' W/(3) I/4' X 3/4' HEX BRACKET ATTACHED
STEM AND (1) 7/16' BOLT HEAD SCREWS W/ (3) 1/4' x 3/4'
I RETAINER USED FOR NON HEX HEAD SCREWS
THREADED SHAFTS ON
BOTTOM SECTION O CONT. STEEL RETAINER
W/ CONT. BTM SEAL
.J LSEE(TABLE 4)ON PAGE 3 SECTION A—A (SIDE VIEW}
FOR STRUT SPACING N.T.S.
16'-0' MAX
TYPICAL BOTTOM BRACKET REV DESCRIPTION OF EMSIDNS DATE BY
INSIDE ELEVATION N.T.S. ` 1
N.T.S. ���///
TWO C2> ROWS OF
...., s
THREE (3) VENTS . MAX SIZE �iz ;N
EQUALS 15 SO. INCHES �5 6 WIDTH 16' v d y• 'a u
HEIGHT 14' a �*•�. �••••••.�,`•�rQ_ •+i �o
S(j
t o
SPECIFICATIONS AND NOTES DESIGN LOADS
+38.0 PSF
3 3/4' MIN. 2 X 6 SOUTHERN YELLOW PINE 1,ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. -42.0 PSF a¢ =`i � ® fig" z E'
SIDEROOM (NO.2 OR BETTER) FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. a `' f.(..,
(G=0.a5) THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TEST LOADS ■ ;' r '" I�i c a
(5)20 GA.CENTER STILES OPTIONAL VENT DETAIL TR°"N' -0 FROM THE DQOR. +57.0 PSF ti s` ~' `^'� �'T'� � °'
OPTIONAL STOP MOULDING ATTACHED WITH C2>CLINCHED JOINTS 3' WIDE 20 GA. GALV, 2 EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OR a« ' s t+ i >
W/ FLEXIBLE SEAL AT THE TOP AND BOTTOM RAIL STEEL END STILE ATTACHED +3D4 LBS/FT & -336 LBs/FT -63.0 PSF E? + ., STATE OF � o�
(SUPPLIED BY INSTALLER) AND WITH 13R WITHOUT ADHESIVE TO INTERIOR FACE ITH(7) CLINCHED JOINTS 3.DOORS AND HARDWARE WILL BE DESIGNED,MANUFACTURED
TO DOORS SKIN AND(2) AT s t a
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. ` 4.
JAMB BRACKET ATTACHED TO THE TOP AND BOTTOM RAIL LARGE r .,,�,�,,.•. LL
4.DOOR SECTIONS SHALL BE 24 GA.MIN. 021' ROLLED FORMED LIGHT `',�, {
JAMB VIU)5/16'X 1-5/8' - COMMERCIAL QUALITY (• ) MISSILE * 2 2
r
LAG BOLT AND ATTACHED TO E` r`. ter"`
TRACK W/ (1)1/4 X 5/8' TRACK 5.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED ♦„ x ZXY
sP1cE aDLT i TrI1cKNE�° � RESISTANT
z'cAly IMPACT
8Y A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS .°0� •tt. a+"� r'
j INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. I' FL v m
n
s 6.AMARR MANUFACTURES AND DISTRIBUTES GARAGE DOORS UNDER MANY
5 1/2'H X IS GA. BRAND LABELS.PLEASE SEE AMARR-MANUFACTURED PRIVATE LABEL CHART
(5'R-TRUSS) INTERIOR OF GARAGE FOR REFERENCE OF EQUIVALENT PRODUCTS FOR WNDLOAD APPROVAL �•y 2k -�w•�.�
7.REFER TO TABLES ON THE PAGE 3 FOR ADDITIONAL DOOR WIDTHS r '
MAX. WIDTH 16'O" AND THEIR DESIGN PRESSURES - a /
#3 14GA.SHEARED ROLLER CARRIER ATTACHED TOR-TRUSS W/(2)1/4' x 31V HEX HEAD SCREWS 8.PANEL STAMP DOES NOT EFFECT WINDLOAQ CAPABILITIES.
9.THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF
ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF
TRACK MOUNTING DETAIL ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH MODEL #650 OAK SUMMIT SERIES 1000 & 2000
N.T.S. COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADS
JAMB DESIGN LOADS I r I I T(� COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. MODEL #6O❑ STRATFORD SERIES lOOO SC 2000
+304 LBS EVERY 3 MONTHS.4 TIMES A YEAR,THE MANUFACTURER SHALL MAIL TO
304 LBS/AFT SEE NOTES 2 THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT MODEL #95D HERITAGE SERIES 1000 & 2DD0
t THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER
PRODUCTION
THE
MANUF CTOUNRERRACTK46T ONLY COILS WLITIES. AND A IITHlYIELDED�STREENGGTTH of 40.0000 PSI SITE I DMM BY RtR DATE 2/5/14 DRAWING NUMBER
OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY CHEC!(ED BY DATE IRC-6016-156-26-I
UNDER THIS NOTICE OF ACCEPTANCE.
ENTREMATIC $�T I OF 3
165 CARRIAGE COURT WINSTON-SALEM N.C. 27205
TOP FIXTURE ADDER PIECE
B B
033' GALV STEEL INTERIOR IMPACT WINDOW FRAME
033' GALVV STEEL EXTERIOR IMPACT WIN➢OW FRAME W/.5' BITE ON GLASS
MELDED EXTERIOR TWINIIQW CFRAME ru
'
24 GA. STEEL DOOR SKIN
5/16' OVERALL
1/8' CLEAR ANNEALED GLASS
090' PVB INTERLAYER TOP SECTION
1/8' CLEAR ANNEALED GLASS TOP VIEW
ISOMETRIC VIEW
MANUFACTURED BY GUARDIAN
.
SUREBQND SB-190 90, 1 0
3 STRUCTURAL ADHESIVE A A
14
2.3/16' X 1/2' SCREW - USED TO I i 14
FASTEN THE STEEL EXTERIOR IMPACT WINDOW FRAME TO (JII fffl
THE STEEL INTERIOR IMPACT WINDOW FRAME. END VIEW SIDE VIEW
3.11/64' X 1/2' SCREW - USED TO fASTEN DECORATIVE PLASTIC MOLDED
WINDOW FRAME TO THE ASSEMBLY
NOTES:
INTERMEDIATE SECTION 1_ ZINC COATING
SECTION B-B IMPACT WINDOW DETAIL 2. MATERIAL YIELD STRENGTH: 35-49 KSI.
N.T.S. 3. MATERIAL HARDNESS: 50-60 ROCKWELL B.
OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT 4. 1.25" X 1.25" X 14 GA PUNCHED ANGLE MAY BE USED
X ADDITIONAL STRUTS MAY BE ADDED TO DOOR WHEN GLAZED FOR COUNTERBALANCE
PURPOSES
18-1/8'
PRODUCT RENEWED
14 GA, FLAG BRACKET ATTACHED TO WOO �I •2.3 •2 •3 •2 3• as complying with the Florida
JAMBW/ (3) 5/16 DIA. X 1-5/8' LAG BOLTS Building Code
AND TO TRACK W1 (4) 1/4'-20 x 5/8' TRACK a '......•• •3 2.'
SPLICE BOLTS AND NUTS NOA-No. 19-0911.04
10-5/8' 2 - Expiration D te09/25/2024
SPLICE TRACKS AT THIS LOCATIONL 3• By
W/ (4) 1/4'-20 TRACK SPLICE BOLTS & NUTS Miami- a e Product Control
SECURE TO JAMB WITH (3) 5/16' DIA, x 1-5/8' ' •2
LAG BOLTS
IMPACT GLAZING FASTENER DETAIL REV DESCPoPllON OF REVISIONS
DATE BY
N,T.S.
(SP ICE) (1) 5/16' DIA. x 1-5/8'
LAG BOLT ATTACHED TO JAMB
AT EA. JAMB BRACKET a *,+•..�,•t o
MAX SIZE
WIDTH 16' z
H 12 GA. GALV. STEEL HEIGHT 14' a R` �•�*...a,,•t *; u o
THROUGH
JAMB BRACKETS DESIGN LOADS 4i s• •ice � / f y�
N ATTACHED W/ (1) 1/4'-20 x 5/8' +38.0 PSF YLL : * + * -^o�'..
TRACK SPLICE BOLT & NUT u . O.485179 ' Z m
-42.0 PSF d¢ ''
TOP FIXTURE REINFORCEMENT TEST LOADS
ILLUSTRATION +57.0 PSF m.2
:. 5TAT1=�F >>
-63.0 PSF E_,:' '« ... • -2>
' LARGE . '.',#.•.. •'� . LL
O MISSILE E 2 r ,
IMPACT E' ' 'f `�
RESISTANT F FL ••'•r.•��,�,.•�'+• aN
_ ( m
u�
w � It o
C4Qarr
a c =
A q t x i
woo
SEE (TABLE 1) FOR
JAMB BRACKET SPACING MODEL #650 OAK SUMMIT SERIES 1000 & 2000
MODEL #600 STRATFORD SERIES 1000 & 2000
STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS MODEL #950 HERITAGE SERIES 1000 & 2000
N.T.S. '
LIU SIZE DRAWN BY RLR DATE 2/5/14 DRAWING NUMBER
AVAILABLE TRACK CONFIGURATIONS B CHECKED BY DALE IRC-6016-156-26-1
N.T.S. ENTREMATIC SHEET 2 OF 3
165 CARRIAGE COURT WINSTON-SALEM N.C. 27105
TABLE 1 TABLE 2
DOOR TRACK ATTACHMENT SPLICE Section Center Stile Locations WOOD JAMB ATTACHMENT TO STRUCTURE
HEIGHT A $ C D E F G } K S Width Panel Type 1st (Measured
ured3rom Left Edge)
5th
6'6" 3.5" 21" 34" 44" 57" " (id (in) 2st 3rd 4h 5th 2 X 6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTURE
7O 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 16' O.C. (1 1/2' EMBEDMENT)
10'0 Short 48.41 71.59
7' 3.5" 21" 37" 47" 63" �' X 6 VERTICAL JAMB ATTACHMENT TO 2000 PSI CONCRETE
76 1090 Long 30.00 60,00 90.00 HILTI KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' Q.C. (2 1/2' EMBEDMENT)
7'6" 3.5" 18" 31" 41" 54" 72" 82" 10'0 Oak Summit 30.63 60.00 89.38 HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 14' Q.C. (1 1/4' EMBEDMENT)
8' 3.5" 21" 34" 44" T63" 81
12"D Short 48.81 7200 95,19 ITW/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' Q.C. (2 1/2' EMBEDMENT)
$$ 12'0 Long 49.63 72.00 94.38 2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW - 0 BLOCK
8'6" 3.5" 21" 37" 47" �4,r 12`0 Oak Summit 48.31 72.00 95.69 SIMPSON 114' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS
12'2 Short 49.64 73.00 98.36 (3' APART) AT 8' O,C. (1 1/2' EMBEDMENT)
9` 3.5" 18" 31" 41" 85" 100" 1Z 2 Long 50,08 73,00 95.92 HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
9'6" 3.5" 21" 34" 44" 88" 106" 12'a Oakhort mit 50.64 74.0 97.36 FASTENERS (3' APART) AT 8' O.C. (i 1/4` EMBEDMENT)
10' 3.5" 21" 37" 47" 94" 112" 12'4 Long 151.08 74.CO 96.921 1 2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BLOCK (2000 PSI GROUT)
12'4 Oak Summit 49.81 74.00 98.191 HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 16' D.C. (1 1/4'
10161 3.5" 21" 37" 47" 63"1 79" 89" 105" 118° 12'i6 Short 50.67 75.00 99,33 EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK)
11' 3.5" 21" 34" 44" 57" 75" $8" 9$" 111" 124" 1r'6 Long 51.17 75.00 98.83
12'6 Oak Summit 50.56 75.00 99.44 *LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE,
11'6" 3.5" 21" 37" 47" 63" 81" 94" 104" 117" 130" IZZ Short 51,67 76.00 100.33 xPREPARATION OF WOOD JAMBS BY OTHERS
' " " " n ❑ „ 1Z 8 Long 52.10 76.o0 99.90
12 3.5 21" 37 4T 63' 79 $9 105" 118 136 12's Oak Summit 51.31 76.00 1CO.69 WOOD CONCRETE HOLLOW BLQGK
12'6" 3.5" 21" 34" 44" 57" 75" 88" 98" 111" 129" 142" GROUTED BLOCK
12'10 short 5-25 77.0o fe1.75 STRUCTURE STRUCTURE STRUCTURE
13' 3.5" 21" 37" 47" 63" 81" 94" 104" 117" 135" 148" 1z;10 Lgng s3.10 77.00 1co.sa m: STRUCTURE
17 10 Oak Summit 52,06 T7.00 101.94 w
13'6" 3.5" 21" 37" 47" 63" 79" 89" 105" 118" 141" 154" R13'2
Short 53.00 78,00 103.00
Long 54.10 78.00 101,90
14` 3.5" 21" 37" 47" 63" 79" 89" 10 5" 121 , 131" 147" 160" Oak Summit 52.81 78,00 103.19 ``'
Short 54.00 79,00 104,00 ALL TRACK ATTACHMENT SPAC€NG +/-1" NTH SYP NO. 2 OR BETTER ONLY Long 55.10 79.00 102.90 1/2' MIN 22-3//44' MIIN 1-11e MIN 4'
Oak Summit 53.56 79,00 104.44 2X6 JAMB
Short 54.40 80,00 105.60 TYP•Long 154.90 80.00 105.10
13'4 Oak Summit 54.31 80.00 105.59
is:6 Short 55.40 81.00 1106.60
13'6 Long 55.90 81.00 ta6.10 PRODUCT RENEWED
13'6 oak Summit 55.06 81100 106.94 as complying with the Florida
13'.8 Short 56.40 82.00 j 107,601 Building Code
1318 Long 56.63 82.00 1107,381 NOA-No. 19-0911.04
TABLE 3 13',8 Oak Summit 55.81 82o0 110&191
13,10 Short 57.16 83.00110K711 Expiration Date09/25/2024
DOOR SECTION HEIGHTS 13'10 Long 57.17 83.00 1108.83
13"10 Oak Summit 56,56 83.00 109.44 By HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 14'0 Short 57.76 84.00 110.11 14' 58.63 84.G0109.38 TABLE 4 Miami-Dad Product Control
6'Q" :_1$" 1:8rr I Vn;- 1�ir .0 Long
14':0 Oak Summit 57,31 84.00 110.69
6'6" 21" 18" 18" 21" t4'!2 snort 58.85 85.00 111.41 DOOR STRUT SPACING(BASED ON RECOMMENDED
21" 21" 21 t472 Long 59.17 85.00 110.83 HEIGHT SECTION CONFIGURATION) TOP IVDEMR1PWN OF REH90NS DATE BY
142 oak Summit 58.06 65.00 111.94 A B C D E F G H T
7'6" 18" 18" 18" 18" 18" 14`4 Short 5916 &3.00 1i2.71
14':4 Long 6617 86.00 111.83 6'6° 5 1/2" 16" 34" 52" 70 1/2"
$rOr 2, '18"" 18"` 18"- 21' 7' S1/2° 16" 37° $$" 761/2" m �•..•..� •a cv
14'4 Oak Summit 58.81 86.00 113,19 r. u
8'6 21" 21 21" 18" 21 14's shot ssss e7.00 114.01 T6" 51/2" 13" 31" 49" 67" 821/2" MAX SIZE �� +�.*' t �(.� .* �N
14'6 Long 6I J 7 87.00 112.83 WIDTH 16'
" - 8' S 1/2" 16' 34" 52" 70" 88 1 l2' o a •+a o
HEIGHT 14' o m
14'-fi Oak Summit 59.56 87.00 114.44 o
916 218 1$ 18 1$' 181 21 14' Short sons se.0o 11s.31 8'6" 5 1!2" 16" 37" 58" 76" 94 112" a' ,»` {� +;+�t;�` a
1i 18 1$ 8 1 '
n n n it 100 1/2" DESIGN LOADS
10 0" 21'' 21" 21"' '18' 18 21- a Summit 1 115.691 9' 51/2" 13" 31" 49" 67" 85" +38.0 PSF
10'6" 21" 21" 21" 21" 21 21" 14't 0 short sf.2s 89.Oo 116.61 9'6° 5 1/2" 16" 34" 52" 70" 88" 106 1/2" -42.0 PSF a a a 48 o v
14'10 Long 45.60 67,30 89,00 110.70 132,40 10' S 112" 16" 37" 58" 76" 94" 112 1/2" as ; '•
TEST LOADS cz1 % , , o a
18" 21 n, 14 10 Oak Summit 6tA6 89.00 116.94 10'6" 5 1/2" 16" 37" 58" 79" 100" 118 1/2" +57.0 PSF a g ' _ "� i 'g Q
15'0 Short 61.94 75,97 90.00 103.97 117.94 , $'' &T� 3F 11'6' 21" 21" 21" 18" 18" 18' 21" 15'-0 Long 46.60 68.30 90.00 111.70 133.40 11' 5 1/2" 16" 34" 52" 70" 88" 106" 124 112" -63.0 PSF 9 o - r°z5
' " +t " " r, n u: 15'0 Oak Summ t 33.63 61.61 90.00 116.19 146.38 11'6" 5 1/2" 16" 37" 58" 76" 94" 112" 130 1/2" LARGE " ° �+ a•: +`' ; C
12,0 21 , 21 21 21 " 21 18. 21' ` 15'2 Short 62.66 76.63 91.00 105.11 119,21
12' 51/2" 16" 37" 58" 79" 100" 118" 1361/2" MISSILE �. �4kAqL
t + �unnnu u n + G;
12 6 21 18 1$ 18 �8 1�" 1$" 21" 15'p Long 47.60 69.30 9t.00 1 f 2.70 134.40 a
12'6" 51/2" 16" 34" 52' 70" 88" 106" 124" 1421/2" '
IMPACT E 2 x. `
15'2 Gak Summit 34.13 6256 91.Oo 119.44 i47.88 RESISTANT F'^ F L w�`ar.��•.. •a� ry
13''0" 21" 21" 21' . 18 S 18" 18" .18". 21 _ 1s 4 Snort 53,60 79.20 104.80 130.40 13' S 112" 16" 37" 58" 76" 94" 112" 130" 148 112" r
13'6" 21" 21" 21'r 21" 21" 18" 18' 21" 164 Long 47.25 69.63 9z.0o 114.38 136.75 13'6" 5 1!2" 16" 37" 58" 79" 100" 118" 136" 154 1/2"
" n " t fl "; ts',4 oak Summit 34s3 s3.3f 92.00 12oss t4s.38 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2"
14'0 21 21;;, 21 21` 21' , ,21,. 2121 = 15�6 Short 146.62 69.81 93.00 116.19 139.38
156 Long 47.60 70.30 93.00 1115.70 138,40 a ADDITI➢NAL STRUTS MAY BE ADDED TO DOOR WHEN GLAZED FOR a
15'6 Oak Summit 47.42 70.21 93.00 115,79 138.58 COUNTERBALANCE PURPOSES .00000
rr
1518 Short 47.62 70.811 94.00 1117.19 140.38
151f8 Long 48.60 71.30 94.00 116,70 139.40
16 8 Oak Summft 48.02 71.01 94.00 1116,99 139.28 MODEL #650 OAK SUMMIT SERIES 1000 & 2000
16910 Short 48.62 71.81 95,00 118.19 141.38 MODEL #600 STRATFORD SERIES 1000 & 2000
ts'to Lang 4917 7z.0a 95,00 1n,92 t4os3 MODEL #950 HERITAGE SERIES 1000 & 2000
15"10 Oak Summit 48.62 71.81 95,00 118.19 141.38
16'0 Short 49,62 72,81 W.00 11919 142.38
t6';0 Lang 50.60 73.30 96.00 118.70 141.40 SIZE DRAWN BY RLR DAIS 2/5/14 DRAWING NUMBER
1670 Oak Summ itl 48.42 72.21 %.00 119.79 143.68 I3 CHECKED BY DARE IRC-6016-156-26-I
ENTREMATIC SHED 3 OF 3
165 CARRIAGE C(1t1RT WINSTON-SALEM N.C. 27105