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M IAM I•D1ADE MUM-DADE COUNTY 4"EDGE DISTANCE 3°EDGE DISTANCE '^
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2.75'EDGE DISTANCE U)
PRODUCT CONTROL SECTIONQWAUM
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11805 SW 26 Street Room 208 3l8"X 3'LAG SCREW,WITH 1- _=(f,
118"WASHER,MAX.OF 16°O.C., v
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES R Miami,Florida 33175-2474 MIN.2-014'EDGE DISTANCE F V
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 3/8'DIA.SIMPSON TITEN HD _ 3l8"DIA.SIMPSON TITEN HD FASTENER,MAX.OF In
( FASTENER,MAX.OF 12 O.C.,2-3/4" IT O.C.,2-3/4"MIN,EMBED INTO MIN,2000 PSI w S_ O N
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 2 X 6#3 SP 0R GETTER MIN.EMBED INTO MIN.1500 PSI GROUT CONCRETE,MIN.3"EDGE DISTANCE
FILLED CMU,MIN.4°EDGE DISTANCE2 X 6#3 SP(G=0.55)OR BETTER L
1-118"O.D.WASHER 1-1/8°O.D.WASHER
Wayne Dalton a Div.of Overhead Door Corporation
3395 Addison Drive WOOD MOUNTED TO#3 SOUTHERN PINE SUBSTRATE WOOD MOUNTED TO GROUT FILLED MASONRY WOOD MOUNTED TO 2000 PSI E s "
Pensacola,FL 32514 DETAIL D - U o I
BLUCK 0
SCOPE: 3/32' 1A2 4"EDGE DISTANCE EDGE DISTANCE -�--1
2 X 6#3 SP((G=0.55 3 ANCHOR OPTIONS; �4L O
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The OR BETTER 1. 318"DIA.SIMPSON TITEN HD FASTENER,2-314" E (�
documentation submitted has been reviewed and accepted b Miami-Dade CountyRER-Product Control Section to be E 5/16'X 1-5/8"LAG SCREW 2.75±1°EDGE DISTANCE MIN 3116"THICK STEEL :•; :; M�N.EMBED INTO MIN.2000 PSI CONCRETE,MIN.
P y INTO MIN 2 X 6#3 SP G=0.55 FOR MOUNTING
Authority Havm Jurisdiction(AHJ). ( )) "' -`"_=° 3°EDGE DISTANCE
used in Miami-Dade Countyand other areas where allowed by the Aut ty g ( ) OR BETTER. SEE D00(� 2.)318'DIA.HILTI KWIK BOLT 3,EXPANSION Ul LAC
13 GA CONT. `''
( OPTIONAL:WALL ANGLE MAY BE =s.�_�:.-::::.,:. _ 318"DIA.HILT]KWIK BOLT 3,EXPANSION ANCHOR 2-112'MIN.EMBED MIN.4"EDGE
ELEVATION ON SHEET 1 FOR N
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section WALL ANGLE ATTACHED TO SUPPORTING STEEL - - - - ANCHOR,2-1/2"MIN.EMBED,MIN.4°EDGE DISTANCE � a1 O
V
LQ
HOLE LOCATIONS)
(In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this TRACK CLIP WITH MIN. 1))1/4-14 X 1'SELF DISTANCE 3.11318"DIA.POWER LOK/BOLT,EXPANSION Il��
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted 16 GA JAMB 114-20 X 9/16° DRILLING SCREW WITH(SEE DOORASHER, ANCHOR,1-518"MIN.EMBED,MIN.4"EDGE %
P q ty PmP P P P BRACKET TRACK BOLT AND IN LIEU OF WELDING.(S DISTANCE 3
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or ELEVATION ON SHEET 1 FOR HOLE ANCHOR (SEE DOOR ELEVATION ON ANCHOR,"/'
fY 1/4 20 HEX NUT SHEET 1 FOR HOLE LOCATIONS) J Ql
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, LOCATIONS) 1"O.D.WASHER 1°O.D.WASHER SEE DOOR ELEVATION O
SHEET 1 FOR HOLE LOCATIONS)ON Z
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. MOUNTING TO WOOD MOUNTING TO STEEL MOUNTING TO GROUT FILLED MASONRY MOUNTING TO 2000 PSI ''
° JAMB AIL BLOC DETAIL CO C DE A ° O
This product is approved as described herein, and has been designed to comply with the Florida Building Code, ` ` I
including the High Velocity Hurricane Zone. SECTION E-E 11 GAMIN WIDE BODY END HINGES
DESCRIPTION: Models 4600 / 4650 / 6600 18300 / 8500 / 8650 / 5150 / 5200 / TM515 / TM525 SCALE 1:4
INTERNAL STEEL BACKER PLATE (tom y •
Insulated Steel Sectional Garage Door up to 18'-2"Wide with Optional Impact Resistant Glazing DAYLIGHT OPENING ADHERED To THE INTERIOR OF
THE SECTION BACKER SKIN ATTACHED WITH(IMPTITE SC"
APPROVAL DOCUMENT: Drawing No.D-363476,titled"Windload Models 4600/4650/6600/8300/ SEE TABLE SELF DRILLING C I PTI A SCREWS =
18 2 Max. Width INTERNAL STEEL BACKER PLATE 7116°DIA.STEMS TOP (2)OF WHICH ARE IN-BOARD
8500 / 8650 / 5150 / 5200 / TM515 / TM525, +46/-52 PSF Dade County, sheets 1 114°POLYCARBONATE ADHERED TO THE INTERIOR OF AND BOTTOM ROLLERS - - - C/)
THE SECTION BACKER SKIN 2"OR 3"ROLLER WITH 7116"DIA.1144 = H LLj Q J
through 5 of 5,dated 08/28/2018,prepared by Overhead Door Corporation, signed and sealed by Dwayne J. INTERIOR FRAME U GA ROLLER SLIDE ATTACHED ° Oo WL SHAFT U) Z W —
Kornish, P.E. on 09/24/2019, bearingthe Miami-Dade County Product Control approval stain with the GLASS BITE 0.5" 6063-T6 ALUMINUM ° TO TOP FIXTURE WITH 5116' -18 LLI Q Q W > W
tY pp P e BOLT AND NUT IN CENTER SLOT W LLI ¢ M U
NOA number and approval date by the Miami-Dade County Product Control Section.
JD LU
EXTERIOR FRAME Q U ('� ¢ Q _ ¢
MISSILE IMPACT RATING:Large&Small Missile Impact Resistant 6063-T6 ALUMINUM #8 X V SHEETMETAL SCREW LLJ (n O Z Q
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/ DOOR SECTION WINDOW DETAIL PUSH NUT PUSH NUT REQUIRED AT EACH ROLLER < COm 0 Z
LOCATION.1/4"MAX BETWEEN PUSH NUT ¢ = Q ¢ J z CI) � — Z U
series number, the positive and negative design pressure rating, indicate impact rated if applicable, SECTION F-F Impact Frame Daylight AND BRACKET OR HINGE DETAIL I H z J — L LI — J
installation instruction drawing reference number, approval number (NOA), the applicable test standards SCALE 1:4 Screw Qty SCALE 1:4 H Q > = W ¢ Q J
� Size Opening(DLO) TOP FIXTURE"L°REINFORCING DETAIL H 4"STRUT U � ¢ W � > � � � W
and the statement reading `Miami-Dade County Product Control Approved' is to be located on the door's ANGLE BRACKET SCALE 1:4 13 GA BOTTOM FIXTURE
15-1/4x 19-1/8 11-1/8 x 15 10 ATTACHED TO SECTION WITH 6-1/2 W U) W W Q U) C/7
side track,bottom angle,or inner surface of a panel. 1rr7/a x 19-7/s 12-3/4 x 1s 3/4 10 ((4))SCREWS 1/4-14 X 7/8"SELF _ — Z Z Z Q m W Q Z
b41LLING CRIMPTITE SCREWS, T_— _ ¢ U ¢
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been \\�\ 1<O ///// 16-7/8x 42-1/s 12-3/4x 37-7/8 14 INTERNAL STEEL BACKER PLATE o 4-3/4 MIN.SPACING z_ J J Q W Q co � J J
no change in the applicable building code negatively affecting the performance of this product. \� E...... !� '/ 1s 1/ax 44 1/2 11-1/4x 40-1/s 14 ADHERED TO THE INTERIOR OF 12 GA EXTENSION BRACKET ATTACHED (FLANGE TO FLANGE) W W J — _ 0 0 W 0 W Q
g Pp g g Y g p P y� '' N/ 'i THE SECTION BACKER SKIN WITH(3 1/4-14 X 7/8'SELF DRILLING
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change Q-,• V\CENEE S 12-3/4x 40 8-5/8x 3sa/a 14 0 CRIMPTITE SCREWS f2)OF WHICH ARE = Q � J Q - E Z Z O >
\ �' 13 x 38 8-7/8x 33-7/8 14 USED TO ATTACHED RUT 3 LLI ¢ U • D_ J W O
in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement B p - 0 0 OC Z Q — U) J pC pC
of an product, for sales advertising or an other purposes shall automatically terminate this NOA. Failure - No.77sa5 : *_ 7116'DIA.STEMS TOP AND 4"STRUT O = (J Q ¢ ~ Z
Y P g Y P Y - 71C; - BOTTOM ROLLERS - LL — Z ¢
* - INTERNAL STEEL BACKER PLATE ° ° ¢ Q Z
to comply with any section of this NOA shall be cause for termination and removal of NOA. _ • X_ ADHERED To THE INTERIOR of PUSH NUT QLLI W = W } �
L. THE SECTION BACKER SKIN `-`" 14 GA-CENTER HINGE ATTACHED: L = O W LLI ¢
ADVERTISEMENT: The NOA number receded b the words Miami-Dade County,Florida,and followed 4U WITH 4 1/4-14X7l8"SELF DETAIL Z Z � —
P Y Ty STATE OF {{ )) WEATHERSEAL SCALE1:4 Q — Q Z = W
b the expiration date may be displayed in advertising literature. If an portion of the NOA is displayed, %O NZZ� DRILL fSlG CRIMPTITE SCREWS ASTRAGAL ¢ Z_
Y p Yg Y P �` FC...... ' (� DETAIL K (ASTRAGAL)
¢ O zpI— r
then it shall be done in its entirety. /,FS`S, ��\` SCALE 1:4 LLI
~ LL Q 0 LL ¢ U LL CD Z
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its ,�iONAL�`\\ PRODUCT APPROVED ° ° UNLESS OTHERWISE SPECIFIED APPROVALS DATE "ayne pENSACOLA,FLORIDA LLI Z — LU Z — N W
THROPN " SON INTERPRET DIMS&TOLS TOLERANCES: DRAWN E.CONRAD '6/28118 Dalton Z Y W
Q as comp) in with the Florida X =±.1 D.KORNISH Z = W W Z J
distributors and shall be available for inspection at the job site at the request of the Building Official. t/ / Building - ° p ° � PERASMEY14.5M XX =±.03 APPROVED - DESCRIPTION U > O O Z > = U
LLI
This NOA consists of this page 1,evidence page E-1,as well as approval document mentioned above. A NOA-No. 19 0815.08 ALL DIMS ARE IN YXX=±.010 MATERIAL - WINDLOAD MODELS 4600/4650/6600/8300/ A U
�J�y/j#)J DWAYNE J.KORNISH,PE INCHES ANGULAR=± .5' FINISH 850018650/5150/5200rrM515rrM525,+46/-52PSF Z z O W Q ~ W (�
The submitted documentation was reviewed by Carlos M.Utrera,P.E. 4576 COUNTY ROAD 160 Approval Dat 10/10/2019 DO NOT SCALE HOLES: DADE COUNTY 18'2"MAX WIDTH W C� O to
MOUNT HOPE,OHIO ° A DIVISION OF OVERHEAD <0.251= +,004/-.003 WINDLOAD SPECIFICATION SIZE DWG N0. REV H — J W
FL PE 77945 TX PE 117868 By DOOR CORD DIMS CIRCLED WITH SYMBOL'=' 0.251-0.500= +•006/-.003 OPTION CODE 2351 � _ ¢ W LL Q > W >-
Miami- ro uc on ro DETAIL J 3395 ADDISON DRIVE ARE CRITICAL TO QUALITY DESIGN >0.500= +.008/-.003 D D-363476 P-00 Q � � � z U LL W � z �
NOA No: 19-0815.08 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR SCALE 1:4 PENSACOLA,FLORIDA 32514 FEATURES&MUST MEET APPLICABLE ¢ —
MIAMI•DADE CouNTY VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. (850)�74 9890 IN-PROCESS INSPECTION STANDARDS. G GO 3D C As : SCALE 1:12 UOM=EA SHEET 2 OF 5 U J 2 O > = O C� O
1 Expiration Date:October 10,2024
!d�/O /1
Approval Date:October 10,2019 ENGF.20.041NFOPMREVA) " S 3 2 ULLm0E-: < crU)
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