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HomeMy WebLinkAboutProduct Approval l
MIAMI-RADE MIAMI DARE 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/economy
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-Dade County RER-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 testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within 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 1200 WeatherGuard Plus&Heritage 3000 Steel Sectional Garage Doors up to
16'-0"Wide
APPROVAL DOCUMENT:Drawing No.SFC-590-010,titled"Model 91200 WeatherGuard Plus w/
DuraSafe&Heritage 3000 Short,Long,Flush,Ribbed and Oak Summit Panels",sheets 1 through 3 of 3,
dated 06/21/2001,with revision D dated 07/25/2011,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 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.
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 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 revises NOA#E 12-0228.09 and consists of this page 1 and evidence page.E-1,as well as approval
document mentioned above.
The submitted"documentation was reviewed by Carlos M.'Utrera,P.E.
NOA No.15-0505.07
ruar�unanEcouNrr Expiration Date:May 16,2017
Approval Date":July 16,2015
Page 1
Amarr Garaee Doors
'J
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA#12-0228.09"
1. Drawing No. SFC-590-010,titled"Model#1200 WeatherGuard Plus w/DuraSafe&
Heritage 3000 Short,Long,Flush,Ribbed and Oak Summit Panels", Sheets 1 through
3 of 3,dated 06/21/2001,with revision D dated 07/25/2011,prepared by Amarr
Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E.
B. TESTS "Submitted under NOA #12-0228.09"
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)Forced Entry Test,per FBC 24113.2.1, TAS 202-94
5)Tensile Test per ASTM E8
Along with marked-up drawings and installation diagram of Amarr 16'x 7',24 ga.
steel garage door Model 1200 Heritage 3000,prepared by American Test Lab,Inc.,
Test Report No.ATLNC 0912.01-11,dated 10/13/2011, signed and sealed by David
W.Johnson,P.E.
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,
Inc.,Test Report#A7420.01-106-18, dated 04/12/2011,signed and sealed by Joseph
A.Reed,P.E.
C. CALCULATIONS "Submitted under NOA #12-0228.09"
1. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed
and sealed by Thomas L. Shelmerdine,P.E.
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file#
R11812.
F. STATEMENTS
1. Statement letter of code conformance to the 5'h edition(2014)FBC and no financial
interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by
Tomas L. Shelmerdine,P.E.
09 0® yois
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0505.07
Expiration Date:May 16,2017
Approval Date:July 16,2015
E-1
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MIAMI•DADE MIAMI DADE 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.niiamidadLgov/economy
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-Dade County RER-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 testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within 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 1200 Heritage&Oak Summit 3000 Steel Sectional Garage Door up to 9'-0"
Wide with Impact Resistant Windows
APPROVAL DOCUMENT:Drawing No.IRC-1209-189-21-I,titled"Model#1200 Heritage&Oak
Summit 3000 Short,Long,Flush and Oak Summit Panels",sheets 1 through 4 of 4,dated 05/08/2007,with
revision C dated 10/28/2013,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 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.
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 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 revises NOA#14-0414.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0505.22
MIAMI-DADECOUNTY Expiration Date:September 6,2017
Approval Date;July 23,2015
O hl1 S f 2�t5 Page 1
i
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA #14-0414.10"
1. Drawing No.IRC-1209-189-21-I,titled"Model#1200 Heritage&Oak Summit 3000
Short, Long,Flush and Oak Summit Panels",sheets 1 through 4 of 4, dated
05/08/2007,with revision C dated 10/28/2013,prepared by Amarr Garage Doors,
signed and sealed by Thomas L. Shelmerdine,P.E.
B. TESTS "Submitted under NOA#14-0414.1011
1. Addendum to Test Report No.ATLNC 0909.01-13 prepared by American Test Lab,
Inc.,dated 05/20/2014,signed and sealed by David W.Johnson,P.E.
2. 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 9'x 7' 24 ga steel garage
door Model 1200 Heritage 3000,prepared by American Test Lab,Inc.,Test Report
No.ATLNC 0909.01-13, dated 12/17/2013,signed and sealed by David W.Johnson,
P.E.
Submitted under NOA#12-0228.03"
3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,
Inc.,Test Report#A7420.01-106-18,dated 04/12/2011,signed and sealed by Joseph
A. Reed,P.E.
"Submitted under NOA#12-0228.09"
4. 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#07-0706.05"
5. 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' Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Report#
ATLNC 0430.01-07,dated 06/06/2007,signed and sealed by David W.Johnson,P.E.
6. 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.
- o7�rS�°r5
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0505.22
Expiration Date:.September 6,2017
Approval Date:July 23,2015
E-1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0414.10"
1. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/24/2014,signed
and sealed by Thomas L. Shelmerdine,P.E.
"Submitted under NOA#12-0228.03"
2. 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 Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS "Submitted under NOA #12-0228.03"
1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file#
R11812.
F. STATEMENTS
1. Statement letter of code conformance to the 5'h edition(2014)FBC and no financial
interest issued by Structural Solutions,PA.,dated 04/08/2015, signed and sealed by
Tomas L. Shelmerdine,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0505.22
Expiration Date:September 6,2017
Approval Date:July 23,2015
E-2
R' 12 CA COMMERCIAL
1¢OM1 GALV.COwERCIAL E'IO fNlt STE0.ROLLER 14GA WRAS^TC t4 00.NIH EXTERIOR SKIN OP fIKrIRE IT V/(0
TOP ABLER BRACKET V/D•SELL AND(U ROLLER
• CENTER HDRG£ATTACHED x/BAKED D`1 POLYESTER f1111SN V41.3/4'REX HEAD SCREWS
AT EACH RTD STILE
A7TACHCS V/f0 lq'x fLT RETAINER USED FOR O v/N)V4'x 3/4' 14GA DUAASAFL AWaSTADLL SLIDE SHACKET ATTAQEA
S/4'Fmf NERD SCJEVa THREADED FASTENERS HEX HEAD SCREWS ROLLER CARRIER ATTACHED 12 CA,DIAASAEE V/f2)V4•x V2.10317 IwD IMS
PER BRACKET TO R-TRUSS V/f3)1/4'x+314 114"T
AT(TAU, D
HEX MCAD SCREWS PER CASCREWS lop SECTIGR
3 7/8-H X 22 aA CJS KSU-' M1(fY 3 D/D'%22 GA R TRUSS CrC ZE EXPANDESATTE•11 1ALL STE0.ROLLER V/9'STENPaLYSiTRENE CMOs PCF) V/ATTACHES V/(2)1/4•X 3/4• AND CU RETAINER USED FOR (OD9 PCT) SCREWS AT FACN SERE,N10 ftl
1RfpDSCREWS PER STILE S D/0' " R- ii1W[AD[0 SHAfi2 PER ROLLER CE SACK SKOM RB ST ICTWEr11ATTACHW v/(2) 4' 1 CENf[R AHD LND S71LE3/4•REX HEAD SCREWSA PJRASAFE
AT EACH HINGE
ER CARRIERS ATTACHED
YPICAL TDP FIXTURES HEADTLC VS PWCARRIER CftriREE EXPANDED
N.LS. 3 s/e'2MA R-TRU0.YD ENSIT DIMA7[WTYPICAL DURASAFE CENTER HINGE/ ', ATTACHED V/f0 114•x 3/ 1 1 DENSITY
l\2 HEX IEAaSCEE I.00AC ENGAGEa a7Ta vERr"AL R.7.T3,D•0.VKH,OM-TP IATCH.DR 111X1(DAR DPr HADp EW v/<b V4•f 3/4 fmI H[AD 114 CA d
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oy 4witb"Fla" (N PER(R sfe(toRl
e•eOGA STRUT ATTACHED V/ BIIld41p 0211 3 5/E6•!I X 22 DA(37 KS)
3/Y HEX HEAD SCREWS A4hj9{dD1 I.l MLV.STE0.R-1RUfC ATTACHCD
AT EACH ENO STILE,CENTER DEN STILE G Fly !7 IEX(HEIIO SCREWS AT EACH
AND INTO RACK SKIN NIOWAY BETWEEN
CENTER STILE AND ENO STILE CND ST0.6,ftl A7 THE Fly N BACK LOCAnn AN
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SEC RASLC U ON PACS 4 fNE ` V/(0 I/4'%SCREWS
0)2,eO GA(33 ICU
RECd01FNDEp SECTION AGE 4URATI@7 { E'w BALL STEEL BILLER V/9'SiCN HE%fEAD MCREVS STAUC OI1 SOTTW SICU@!
2 3 AND(U RETAINER(REO FOR LARGE MISSILE 00 IDrAL SEWS
AE
7HREAKI SHAFTS PER ROLLER
IMPACT RESISTANT A13 SRADKLT
1
TYPICAL BOTTOM BRACKET/•AT\ HICK TU0 SpCEWS
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AlalYoolNb
�r,IFICATION5 ANO NOTES RS(RPDaI f2 D�
A muo 1017 a Ind CBT
4 ELY 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL B IAOATm TO FOC 1011 Wshl
I TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL
JAMBS, THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF PIT
C A009DAa(DCPDGBS PAID lu
INTERIOR OF GARAGE THE LOAD TRANSFERRED FROM THE DOOR. "��� SIA
2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: Ft ,•• •••„
•"p —► MAX.YADTH WET' 4.258.5 LBS/FT ,Y -303.8 LBS/F7 � P••
u 3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED M71%slZ� _7 s
D,ro,Max AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. +•
4.DOOR SECTIONS SHALL BE 24 GA.(.0218)MIN. EXTERIOR SKIN DES"LOADS
INSIDE ELEVATION DESIGN LOADS ROLLED FORMED,W/BAKED ON POLYESTER FINISH -675 PSIFF . 8679
+255.5 LBS/FT SEE NOTE 2 5.DOORS UP70 TO"HIGH CONSIST OF(4)SECTIONS AS SHOWN.
-OSB LBS/FT USE 1)3 6/B' R-TRUSS PER SECTION AND
(1)2� 200A STRUT ON THE BO7i0M SECTION '; •BeTA OF
srCp 1-1.1.1
6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 ��a 7•, ••,�•i: �4'��• �.'
9 3/4•xll.T'� (U 2-f/E•X 3-V2•IBaR lT/11F)OBIE SEAL ON PAGE 3 LARGE MISSILE ••• O �..' • 3
61DF3tWH I
I. ^01 TE TE AAENO HRIDC SOP7ULD BY RI9TALLER) 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED IMPACT '•. •' AAV
HIM eD 0A GALV.STEEL END STELE BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS RESISTANCE FL ••••.,+.••••'�
ATTACHED WITH(2)EA x 1.1/41 INDICATED ON THIS DRAWING W ADDITION TO OTHER LOADINGS.
SCREWS 8, THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING
OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS ag
0/161 x 1 sig'LAO NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE
SCREW(1)PECO 13 HOA DORATATE R0.LER CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM IN CARRAGE CMU WINSIDN'SALIM,HD. 0103 VWWANWURN
JAMS BRACKET CARRIER ATTACHED TO R-TRUSS
W CM V41 x D/4' E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
H"MEAD SCREVS THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR.THE MODEL #1200 HERITAGE 3000
5/803%e2 aA 2•o^n.aTEEL TRAP( MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST MODEL #1200 OAK SUMMIT 3000
fU 1/4-20 x S/B'TRACN E3 O/6•R-(RUSE) TRACK Tf1Cw(ESS AB3• CONL VERTICAL JAMB 20 REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTEDSHORT, LONG, FLUSH dE OAK SUMMIT PANELS
SPLICE SOLT NIS NUT PER alp OR SPP. FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND
JAx1 BMWET TRACK MOLINIING DETAIL (NO.2 OR BETTER) A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY =I QUIN AT 01 MR 01111101 ORMBl OR
x.LE COILS WITH YIELD STRENGTH OF 34.600 PSI OR MORE SHALL BE B GEOTDBY =1 DATE 06/05/01 IOC-1209-189-21-1
USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS SIFT 1 OF 4
0 CEO ACCEPTANCE,
WOOD JAMB ATTACHMENT TO STRUCTURE
X 6 VERU.,IT IA 9 ATTACH'TD WORD ERANE eT T w
LAG SCREWS STARTWO 6'FROM ENDS THEN IB'4C.U 1/e'EMBEDMENT .
HILT.KVI LT 3/8'X 4'STARTING 6•FRDN ENDS TNEN 24.OC.(2 1/e'EMBEDMENT)
HILTI SLEEVE ANCHOR 3/6'X 2-3/4'STARTING 6•FRIM ENDS THEN 16.(Jr.U I/4'EMBEDMENT)
ITW/RANSET REDHEAD CTRU-BOLT)3/B'X 4'STARTING 6'FROM ENDS THEN 24.[It(e We'EMBEDMENT)
IMPS /4'X 3' N E DS,71TEN SCREWS S AR ROUSE PAIRS OF FASTENERS
C3'APART)AT 8'0.6 CI 1/2'EMBEDMENT
FASTENERS Cl'e APART)ATI 8'46(11/4'EMBEDMENT)EWS STARTING 6'FROM ENDS,USE PAIRS I'
E�H � FMfWo� FROM DS THEN B4q 1/4'
EBLOCK(200
HBOHER,UE FASTENERS FLR HOLLOW C90
xLAGB AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
PPREPARATIOH OF WOOD JAMBS BY OTHERS
WOOD CONCRETE HOLLOW 8LaGC GROUTED BL
14 GA.FLAG BRACKET ATTACHED TO WOOD JAMB STRUCTURE STRUCTUAE a
STRUCTURE
W/(3)5/16 DIA.X 1-5/8'LAG BOLTS AND TO
TRACK W/(4)1/4-20 x 5/8 TRACK SPLICE
BOLTS AND NUTS
I ........ 1/2,MIN gg2��MIN 1 4'
�P.
SPLICE TRACKS AT THIS LOCA110M
S &NUTS
ECI3RE 1 T JAMB VATHW /4--20 TRACK(3)5/IB'SPLICEO IA.x 1-5/6' -
LAO BOLTS - PRUDUC9•1 MSM
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p�'1lEy AGNPUMw WWI �,,*- „wwl m.►talax FIV m mPBon or ROWS DUE
7 A�aC ob A mtxD Bou 0
7 B on 101%2010 WSAI
CnIr1A1 C 0010 RAOVOtPODs l0/29A7 g
(1)5/16'DIA.x 1-5/8' pRxktf ••••,....,•.•���•• 11L•
LAO BOLT ATTACHED TO JAMB • SH .�
AT EA.JAMB BRACKET '
DESIGN LOADS dLdx�. •:CJ
12 0A GALV.STEEL +57.0 PSF o 6T
(S!ICE) .-87.5 PSF <
JAMB BRACKETS
ATTACHED w/(1)1/4'-20 x 5/B' '"s 21 �. c
TxRUKJt TRACK SPLICE BOLT k NUT
8 TE OF -
di
,(�• A
••�'• ••�•.��,., Q�• '4• 3
LARGE MISSILEDIPh•'V/p �.•''
PMSTCT
ANNCE FL �''•••...:.•••••
q M y IW C"IAGC CWRC WCNLNI�S&EK ma�e71W wvAMRRLD71
A MODEL #1200 HERITAGE 3000
SEE(TABLE er ON PAGE q MODEL #1200 OAK SUMMIT 3000
FOR JAMB BRACKET SPACING SHORT, LONG, FLUSH & OAK SUMMIT PANELS
TRACK CONFIGURATION FOR 6'6'UP TO 14' TALL DOORS Sal IPAW'BY owl OAK dJttr01 ONTINBNAEm
AVAAAeIi Butz owlaWxATxNis B I amlmBT =I On oaABNt IRC-1209-189-21-1
T•SI SM2tt4
ASS•6060 EXTRUDED ALUMINUM 38k MAX.DLO
IMPACT INTERIOR FRAME CIA%B X l'PHILLIPS
TOP SECTION W/.375'817E ON GLASS MEAD SHEETKETAL SCREWS
USED TO FRSTEN THE ALUXIHVM
1/4•NAXROLON POLYCARBONATE INTERIOR FRAME TO TIIE
INNLYACTUIIEO DY BAYER ALUMINUM EXTERIOR FRAME
MAX.BLU
INTERMEDIATE SECTION ASS'6060 EXTRUDED ALUMINUM VB'X 1/8•CONTINUOUS
IMPACT EXTERIOR FRAME OIS078)NOTT MELT SEACT GLAZING USTEN
ALANT .T.
HAHUFACTI ED BY BOSTIK
TION B-B IMPACT WIND[IW DETAIL_
10-1/8'DLO
OPTIONdL LONG PANEL f+lA7ED SECTION R-TRUSS dW0 STiLF.LAYOUT
Mi.S.
A33'GALV STEEL INTERIOR IMPACT WINDOW FRAME 10-5/ 'DLO
/�
33'GALV STEEL EXTERIOR IMPACT WINDUV FRAME W/.T LITE ON GLASS
5A TOP SECTO]N ¢pRp�y[P T�pN e7 GA STEEL➢DOR SKIN
DLDEDTEI{TFRfOR V1NOW FRAME E4 W STEEL DOOR SKI
S/li•LEARIAN IMPACT GLAZING FASTENER DETAIL
I/8'CLEAR ANNEALED RLAY '
ADO•EASTMAN PVL D GLASS GLAZING
1 ACTURE �GUARDIAAN GLAZING MEETS ASTM E1300-04
NANVrSUREDMID SB-140
STRUCTURAL ADHESIV
INTERNEDt F SIE91ION 3
5 B A69'EXTRUDED RPVC INTERIOR DECORATIVE WINDOW FRAME 0 MSRPD®Of FUM DATE
A BLUED N01E E IND) I
13/6•N1XI INS SCRLLLII-USED TUUHpq NNpp
FgT*.E ELINiERUWEI ALT�VINCOV fRAHE.V FRAMfi TO B WIDOW= II/S/11
3.11/W'%1/2'SCREW^USED fi FASTEN DECORATIVC PLASTIC MOLDED D ID
WINDOW FRAME TO THE ASSEMBLY _ g
SECTION C^C IMPACT WINDOW DETAIL r..1••,,, S�'{FI._�'y z
N.T.S. 9'X IV C,-pJ r•r••,.&-411iQ.� 9E (� ,.• .v
XT • DESIGN LOADS
leg
`:yr' —` "'W .'7 �:
+87.0 PSF R' o. 678 ti(L a
PRODUW 318VF48D -07.6 PSF a. Y..
8 maDryty6V
NDA DNTASATE (`l ..
® CENTER HINGE ATTACHED
eE/XINie s�cvs1 No 87 E F
3 3/0•220AW()TRUSS J ,•�r. Q i
3 d8'%Ee 1/R TRUSS ATTACHED V/fD)CRE M Op VIRIM MISSILE r 3
AT
TACFED V/(t)1/4'X y4 3/4'HEX HEAD SCREW PIeAW IMPACT
rr4, rr
HEX HEAD SCREWS PER STILE AT EACH CENTER STILE RESISTANT FL ��••r..r"'�� S,
PRODUCT>iBVl" 0
` � IGT CARRIAMC COURT WIXSTRiKALCW NQ. 87103 VWAIWAM
R•TkOSS SPACER AODCyYMiOND 7 MODEL #1200 HERITAGE 3000
R-TRUSS SPACER MODEL #1200 OAK SUMMIT 3000
R-TRUSS SPACER Hy SHORT, LONG, FLUSH & OAK SUMMIT PANELS
N.LS. 5A R-TRUSS SPACER 5B »+ =I DOWBT =I UT w/upT BIADIDww
N.T.S
B I DEa3oer 0 1 oArz 05/01m IRC-1209-189-21—I I
SEEI 3 Q 4
TABLE 1 TABLE 2
DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT ISPLICE
HEIGHT Btm #2 1 #3 1 #4 #6 #6 #7 #8 HEIGHT A 8 C D E F O H I J K L MIN S
g2j"
,g:,:21 Ix'21" 21" 21' 21' 18 18 21' 7' 3 14 27' 38' 46" 66" 68" 78"1 1 n " 1 u " 1 1X1 " s r$'. 4"$.t 121-.`11� 's: :r.;R 12'6" 21" 18" 18" 18" 18' 18" 21" 8' 3" 14 27" '38" 46' 66" 68" 76' 88"
T2. _mw SHE'. gm a��1 _Q`.'g
11'6" 21° 21" 18" 18" 18" 21" 9' 3" 14" 27" 38" 46" 66" 68" 78' 86" TM100"
srrsr` r�Q_
10'6" 21" 21" 21" 21" 21" IN'
10' 3" 14" 27" 38" 46"166" 68" 78' 88' 100" 112"
eiJl 1� s- ;&m s.f?L8� n S" ' s z !W0 10019%. xwr 4
,41P ON m �a� �7?1,4�.�2 i4s< 585--. $.
9'8" 21" 18" 18" 18" 18" 11' 3" 14" 27" 38" 46" 66" 68° 78" 86" 100"110" 124"
X84 "; x 4 L'i 86a 0. Q " ^
1a� . , ",621'x« $..... ."58a<8�._2. M..._ y.-.y 17 Mr-
8'6" 21" 21" 21" -18" 21" 12' 3 14" 27" 38" 46' 66" 68" 78" 88" 100"110"122° 136"
. .. 1w ✓.'d3:, t; �., 15%".._:111 dY r n«4:. ; 7 ": WE
4 q 11 ^ . ,�..
7'6" 18" 18" 48" 18' 18"- 13' 3" 14" 27" 38" 46" 66" 68"I78" 88" 100"114"122" 134 1 148"
�` s', ; a» 1.s. .`3 '="31611- ;81 7�=9.u; s 11` x: - ' 0 '
8'8" 21" 18 18° 21' 14' 3" 14" 27" 38" 46" 66" 68" 78" i88" 100-111 122"IN,148" 160"
ALL TRACK ATTACHMENT SPACING+/-7'ALLOYED WITH SYP OR SPF NO. 2 OR BETTER ONLY
' �s DOS5�DD1ffB51RBS Beu
RNUN18 Im
B 1Po65D 10700 7010 I7(sN
c imm wm WIDE 10n1p1
• `� DESIGN LOADS
+57.0 PSF "�i• • P-40 78
�oopwf�IMiloeld� —57.5 PSF gR '� $
��'° � ��• ST�OF �7 r
IX
LARGE WSSILEWACI
. �• ' 9
eFSISTANCE �� �.I..�I....••'' a�
PitOVUC(ABVM ,�j `I
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AtCyAYq No /p 165 CMIADc=1 VNIT&I-t1LIX IM aim WWAM e M
►7 MODEL #1200 HERITAGE 3000
MODEL �200 OAX SUMMIT 3000
M ft_u" SHORT. LONG FLUSH k OAK SUMMIT PANE
gal mm N gel ax aplpn umw m
B I MDBY 9XI urz "10 IRC-1209-189-21-1
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