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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 ABLE ROLLER CARRIER ATTACHED V/(e)1/4'x 1/8' 14DA CURAggAFE 13 GA OALV.COMMERCIAL COLT 16 tA1T PER BRACKET .. CENTER NIN6C ATTACHED TOP ROLLER eRACXEr V/(4)V4•x 3/4• •90 GA GALV,STEEL SECTION BYHAPS • HEXWAD SCREWS LOCATCD AT EA,CEHIFA HINDS .-w.I 2• ATTACHED V/DOUBLE 310CD TAPE • BY SEC.-N x10 L/@' ATTACHCD V/OU I/4'x p•SE0..8'N 13 V@' . 3/4•NEA HEAD SCREWS . PER IRACX 7/1S'BG.T RETAINER @ e/e•x 3 Va.x 190A p"ER PLATE LOCATED BEHIND EA 84 CUL NEN EXTERIGR SHIN TYPICAL TCP FIXTURES t^i , CENTER HINGE V/lAXED ON POLYESTER FINISH ���::••/// TY CAL DURASAFE CENTER HINGE St ` xra @. A. 2 1 @• 3/41V X•I,/ I 19 OA(6• S R-TRUSS)GALV. EL R-TRUST ATTp V/(4)1/4'x 3/41 4'x 17.181 x 14 GA 1, HEX HCAD SCREWC AT EACH END 1EEL PLATE STILE AND(8)1/4'x 3/4'HEX 1 - - $SCREWS AT EACH SEC. INSTALLED AT T!E 0' D GA.HIM AGI D�rERIDI Lxa Dr�OOEH O° •(7 INSIDE USING(O Ve•RIVETS 1 8 CFC-FREE EXPANDED ILYQNNICINSMA T1OH ILiDENSITY TYPICAL DOUBLER PLATE S1 R•e^U•017 N.D9rj RAI,Ib SECTION HEIGHT INSIDE ELEVATION iECf1ON Hrmm1T N.T.S. R-TIiUSs SPACING LIFT HAND. VICTIM BRACKET [R-TRUSS SPACING 13611 BOTTOM IIRACHET W/(J 1 4 AnACK1)WITH QD CARRIERER 4•x 3/4PER E' ATTACHED W/O)VY X 3/4• Hb( le GA DDGSM HEX HEAD SCREW HEX HEAD SCREWS 1 011 trEVd016 DAl[ �, fND ND1GE ATTACHED b V/10 V4•x 3/4• o A 180�EDF"ADADD6111STOSTOM 4/S/m SIN 16 x HEAD SLTIE(Ic r �• B RDE 6 D/I//06 aR ° C fSBSD 1011 TOI✓g9[E HD atm 06115/09 my- /�e pIA, RJ1 LOCX ENOADES INi@ VERTICAL •• ALIDL EXTRUSION HOLT RETA)1Eq TRACK DN IDrx sIDEs s/e•wH vcOMT,vwri ASTRAGAL D FFTf�1 i0150E 7-16 AM FCC lOIO 0){26/11 N O ENGAGUENT CUHFOOM TO SFBC 36& (SNAP LAM OR SEWRE 10 3"STEEL <yy�!�('())4611 DIIRACHE LSI(tlPi1W7AU ROLLER v/!•STEN SECTION A A (SIDE VIEW) peuLLLURrQ HEX k�EAD CREVS PER CARRIER TYPICAL BTM PICT b/RAT LEAF HINGE S N,L•. M mz.; olp,Ops�........ 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I+,... fl;..;:'I r•. 4�' tll.- r t "- , diel S..{o � '{ : .� '.sl il' II :i.: 1 ® :rlREMOAS &rte li 19.rJ��L �D�6lPt�°,jys),,t[Ka(Ir`![:,I7sSi� EX+klk Ce �'k�nl� r?.11� trC,f ii C4aU,a�J d 1! tf`+liFG,'�ztr amm :] e r i 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 Evs 'TYPICAL BURAsAFE END_HINGE�•�1 MODUO"tTIV191(D 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 (U MIRIfr1 pt(IEncl 1T"¢Nrs° AImEJnxs'WrnE iCTvcC1I BOTTOM DRACKET 13 4)ATTACHED 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 /(0 I/4•X 3/4' N.1% O I PRUCH=WAVL48D Aum( .oct�bil/+MYbf'ID(IM $17f!DS(� r�i lT INS, gOsilP SECTIO A-A WDE ME116 VA 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 �.ufB1>fiBw10wf1o1W0 moucrav w 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 �s'TM lho Flwl� 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 sM4a4