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HomeMy WebLinkAboutNotice of Acceptance RECEIVED NOV14.p019 tee. MIAMHDADE PeS'tiing peps MIAMI-DADE COUNTY COUNTY Rk i t Lucie CoU —cent PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/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(AM). 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 AW(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 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 18'-0"Wide(DP+42.0,-46.0 PSF) APPROVAL DOCUMENT:Drawing No.IRC-9518-165-26-1,titled"Model 950 Heritage and Model 655 . Oak Summit(24ga) 1000,2000 Short,Long,Flush and Oak Summit Panels",sheets 1 through 3 of 3,dated 06107/2007,with revision C dated 04/02/2013,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. LU 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, mode]-number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval.number(NDA),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 he 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#17-0517.11 and consists of this page 1 and evidence page E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.I7-1010.28; MIAMI BADE COUNTY IPPROV,EII, Expiration Date:.October.4,2022 Approval Date:December 28,2017 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'LED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA#13-0503.05" 1. Drawing No.IRC-9518-165-26-I,titled"Model 950 Heritage and Model 655 Oak Summit (24ga) 1000,2000 Short,Long,Flush and Oak Summit Panels", Sheets 1 through 3 of 3,dated 06/07/2007,with revision C dated 04/02/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted under NOA#12-0228.04" 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B 117,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" 2. Test report on Forced Entry Test per FEC,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#07-0820.04" 3. Test report on I)Uniform Static Air Pressure Test,per FBC TAS 202-94, 2)Large Missile Impact Test,per FBC TAS 201-94, 3)Cyclic Wind Pressure Test,per FEC TAS 203-94, along with marked-up drawings,prepared by American Test Lab,,Inc.,Report# ATLNC 0604.02-07,dated 06/30/07,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.,Report#111F11-07-T735,dated 06/26/2007, signed and sealed by Candido F.Font,P.E. C. CALCULATIONS "Submitted under NOA#12-0228.04" 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 1. Miami-Dade Depat talent of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 05/08/2017,signed and sealed by Tomas L. Shelmerdine,P.E. k L \• C.1.1 Ishaq 1.Cbanda,P.E. Product Control Examiner NOA No.17-1010.28 Expiration Date:October 4,2022 Approval Date:December 28,2017 E-1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department ofRegulatory and Economic Resources(RER). D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance to PBC 2017(6th Edition)dated 09/11/17,prepared, signed and sealed by Thomas L.Shelmerdine,P.E. F. OTHER 1. This NOA revises NOA#17-0517.11,expiring 10/04/22. I 14G0.DURASAFE 24 G0.0022•WN)fXTFRIDA SKW 2' 13 G GIINJ C@efERCIAL CENTER HDIDE ATTACHED V/AKED DN POLYESTER FINISH 13 GR CM/WLY.ST< OP FD3/4' ATTAWAD CREW WMMERTIAL TOP ROLLER ADJUSTABLE ROLLER CARR/ER L , V/U)1/P x 3/4• AT EACH/ENS STREP SCREWS BRACKET ATTACHED V/(4 ATTACHED V/2)V4•x V8' O I NC%NEAR SCREYS I/1•x 3/4'HEX CHEADKET '�� HOLT A NUT PER BRACKEN `��' la GA DIWASAFE ADJUSTABLE SLIDE DRAC(ET ATTACHED SCREWS PER BRACKET Mg Y/CL)1/a•x!/e'HOLT AND NUTS ISl')IS I7 ' END HINGE ATTACHED '-I� ��Ir1111♦ HEX HEAD SCREWS 0 Mat S V2.19GA R-TRUSS ATTACHEDMENDIESE HEX NEAR SCREWS T ®� rel. O•RR-TRUSSI GpLV.1/21i STEEL R-TRUSS G� EACH CENTER STILEmom ti 14GA.DURASATE ROLLER ATTd AT 14FA DURASAFEEROLLER , ATTACHED OVER BOT10n FLANGE A� CARRIER ATTpCNEO TO �:P�'i� CARRIER ATTACHED TO /TOP'FIXTURE V/(3)1/4' 3/4• 2'ID HALL STEEL A9'Sr" 9 t/2M%IB G0. (Y R-TRUSS) R-TRUSS V/(3)i/4• STILE V/(4)I/4• HEX'HEAD SCREWS AT EACH END TTALED V/qD V4•%7/4' 3/4' HEX ICAO SCREWS .--- SIZE AND 2)V4• 3/4•ICX HURRICANE ROLLER V/7/16• 4 SCREWS NC%READ RETADIER FW A®J-THREAT 1 HF-AD SCREWS AT ENDSTILES AND ', WA's•TC3:I SCREWS PER CARRIER HEAD SCREWS AT EACH UNIVERSAL SMARTS �1�/ 2)UNDER EACH HINGE INTO HACK SHIM IMF STILE AND 2)VA'x 3/4•TE% ieall®A/1 SHEAD TILE LCREYS AT EACH CENTER 2.10 BALL STEEL 93' rr1Ot�� ILIDE LOCK ENGAGES INTO VERTICAL TYPICAL TM FIXTURES TYPICAL ]IURASAF[CENTER SINGE STEM HURRICANE �!I TRACK ON BOTH s1WV(SNAP LATCH, i N.T.S. .-k-n.— IIF--- V/7/16'RETAINER F•- OR LOCK HAR OP71@UU A7TAW WU) NRI-THREADED SiWTi �I-I Ya• 3/aME%NEAR SCREWS TA'PICAL IRIRASAFE END HINGE• .S 1 77^^x, END HINu 14 CA. • Mi.S� v J 49 SEE(TABLE 1)ON RAIZ 3 FOR �f -RECOMEHIDED SECTION CONTIGIRATIRI • 4'.7111M. ).: ; f A _ SEL�T10N TS'8R-TP-13A GPLV. 3 2000.STRUT ATTACHED e1 N GA ROLLER CARRIER ACH V/2)1/4'M 3I4•HEX STEEL feel. ARApOD V/ -'I 9' M � ° I` ' • ATTACHED Y/(3)V4 %3/4• EAiikCH CEEAD NTER STILWS AT E AND W>Vo•x 3/a•HC%MCAD i,T B c NEX DWS BLE END STILE �f� (b T EACH CAT H END STILE STILE �p PIE r k E R �� p DEQ 2077@1 D STILE ..:__^-__ •` _ �...._ " BOTTOM BRACKET CNED r A A py _.. !k N/A➢)SL'RE X 3/4•HEX _MI (! �. �yY © C, E'10 HALL STCEL ` 1 ,, (1)3.20 GA STRUT WI R fi /E' [ HURRiCA1�ROLLER PANEL __ VS A51- V/9A•STDI AHD U) �jZ��I i_rte G.. ..-, 7/16•SOLI RETAINER .' �151.ax Ali ^�USER FM NOtMI ! 17 13 GA MWJ'HOTTpX d ( TWEADED SHAFTS ON ����, '1 BRACKET ATTACHED 9 F— __ f.. 1xTTTOI SECTION t'e MO HEAD SCREWS �M Y-hIl M F �MM1 1 1 I'�? SAL DOTTOM ACY. © WI dONT. Tn IEaL 4 c FaL.REr ITER ET I SECTION A-A (S10E VIEW) ._--R- -iC 1.=H:y �At•=_4��5/>:�R - N "`�i:.4 N.T.S. Iler L-—A Ni, 1--311 DS ,.3. II y OVIDE 70>w WRV OESDHPDON f @ESS HALE ST— � B "B •—F-29�• F 2S6•� VENTS PR (62 sq WEIR OPTIONAL A CCFSECIZO TO WIRE SBF RAO7079$ J/11/OB 331 VENT)C'UNOBSTRUCTED 18•-0•MAX AIR FLOW EACH WO(2)RENS OF THREE(-6 VENTS 1n, 0 UPDATED N IEC LTO II/29/II BR ECUALS le SD.INCIEI INSIDE ELEVATION =— MTS. Ta'' SIZE "' �anR`5 L,SHpj 4i� R 1 18•x14• ig `A EN F$4 RESIGN LOADS d- 4`',:?"\..G SF•.,p�.� +42.0 PSF W' if 1 No 004857 .T^ OPTIONAL_VENT DETAIL® -48.D PSF 5s *. WOOD BLOCK BEHIND EACH END STILE 2)PER SECTION N 9'~- �,/' - f 11 (E( ���yyy,,, • 9 3/1•IOMT'�- 1-1R•N 2-5/e'X 20'1/2'21'SECTIONS) 2%e SYP OR SPF SIZES SUBJECT g�y' 'O' (/, ' •� "'� SIDERORI I 1-VY x 2-5/8'%i7-V2'(19'SECTION* (N0.2 OR BETTER) TO WECTHITT 4 ::..:491:9:12r1.29;!.%%.?" 1STATE.Q .•[• "'mE`"T`RI" LARGE MISSILE OPT>BiAL STOP MORODL' ATTACHED 0 CA,C TLISTED JOINTS 20 GR GALV.ST[FL EAD S •*tea' $W/FLEXIBLE SEAL AY THE TOP AND BOTTOM RAIL' STILE ATTACHED VITA(7) \ LARGEMIBSILE ���(SUPPLIED BT DNSTALLSW ��'_IAND ADHESIVE TD INTERIOR FACE -LINTS TO DOORSIMPACT L ��� qV,/sl. .I`n_� SKW'AMR(2) AT THE T� RE45TANLE „ t 9a JAM DRACKET ATTACHED TO ( 'f_-, '�r7-,•,. AND BOTTOM RAIL IMPACT RESISTANCE `� JAMB LT A 5/15'%1-3/B' T�! LAO DOLT AND)1/40ATTACHED TO6' .1..” —r •CALM.STELES S.053 y2M�� //]]Hp TRACK V/q) LI%9/D' I —Y �._,) I TRACK THICKNESS.OBS' 111E METHOD OF TESTING WAS IN SUBSTANTIAL {,Q/ SPLICE HOLT Y ��, 'W.17 20 FIR GALV,STEEL UNIVERSAL CONFORMANCE WITH THE PROCEDURE OESCR.DED IN ASTM DOUBLE END STILE ATTACHED PRESS SIAA 10&TES 201 NGS R 303.THE 165 CARRIA.S=NT VIMDTWI-SALOL NL W 27113 V .IOORTO(. V]TH(2)RIVETS OR CLTK®) PRESSURESRES SHOWY ON THE DRAWINGS WERE CALCULATED 5 1/L"N%19 GA,-----'e ROWS TO DOORS SKIN AT TOP USING ASCE 7-10 WITH THE FOLLOWWO PARAMETERS(5 FEET MODEL#950 HERITAGE 1000, 2000 OP R-111uss) i_ AND BOTTOM OF DOOR WIDTH IN THE ENO ZONE,ROOT AT ANY SLOPE): MODEL 55 OAK SUMMIT'(24ga) 7.000, 2000 e3 14GA.DURASAFE ROLLER CARRIER ATTACHED TO R-TRUSS W{J70 SPEED(MPH) 212_ 193 103 175 188 Ebert,Long,Flash & Oak Summit Panels V//3>1/4•x 3/4'HETI HEAD SCREWS EXPOSURE LEVEE. B C C D 0 4E.WIN ID 901 IDE DM%MEP TRACK MOUNTING DETAIL MEAN ROOF Na6wT 31r 25' 2s' IS' 25' B Rom [w OAT 06p/01 !RC-9518-165-26-1 N.T.S. DIOFIEN ROM L IDARE E Pt INC 114 MIAS7i NET I OF I ( ,/ 2'ID BALL STEEL i� ®` W/93'HURRICANEST ROLLER 7�l� - 05.1 6110 R1 II'/liPir ` 23' 12 GA. GALV,STEEL 13 GA GALV.FLAT LEAF HINGE 7/10'MX.T RETAINER USES FDR STARTER PLATE ATTACHED V/(4) BRACKET ATTACHED V/04)1/4'w 3/4' `-. 000 TO XO SHAFTS ///,��Jf SPLICE BOLTS OR RIVETS IEX MAD sOD.vc PER INTERMEDIATE Tem I ER ■. 2'GALV,STEEL TRACK0 ;T.., mil .055'MINIMUM THICKNESS uui pa . LOW HEADRDOM_TRACK OPTION 5 1/2'102A R-TRUSS ATTACHED (Qorzwi<U 20 GA w e 5/8'w 20 0/0' N.T.S. SCREWS 1/4'FAC 4c'ENDS ST'UFDnE 1'® UNIVERSALOG-i-iORR 1/Ee ERIVATTACHED E AAT TM m D1 TDP SWIM ® AND SOFTEN OF EACH SECT/ON —Ir ATA LOv_1,6P_RP.BILTP AI 1:1LR€q 13 GA.FLAG BRACKET ATTACHED TO V.., V. JAHHW/<3)5/16 DIA X 1-5/8'LAG DOLTS �� , ANDTO TRACK V/14)1/4'-26'5/8'TRACK %/] !T _ , SPLICE BOLTS AND NUTS �� SPLICE TRACKS AT:THIS LEGATION V/84)V4•-20 TRACK SPLICE BELTS L WAITS SECURE TO JAMB VITT)(3)5/16•DIA w 1-5/e' 111 610 BOLTS • — WOOD JAMB ATTACHMENT TO STRUCTURE 0 RNIpEOialET>y01I sort EI <D 5/16'DIA w I-9/B' A N&3tt04 N 0315)516E RAMIE )/11/GE Si LAG DOLT ATTACHED. JAMB p X 6 VERTICAL JANE ATTACHMENT TIT VEBMM MARC 4TRUCTIT7F AT CA JAMB BRACXET 5116'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 12'OL.<1 1/2'EMBEDMENT) I mom rot ma TIm/IT RR '1, p X 6'VFRTICAI )AIR ATTACHMENT TO 2.000 PIT CONFRFTE 101116 FILTI KV8<MT 3/e'X 4'STARTING 6'FROM ENDS THEN 24'O.C.<2 1/2'EMBEDMENT) �y4St lfpfpf Z< 12 GA.GALV,STEEL HIT)SLEEVE ANCHOR 3/8'K 2-3/4'STARTING 6'FROM ENDS THEN 10'OC.81 1/4'EMINENT) 1E ,\A \,.S48Z !i� H • "; ITV/RAMSET REDHEAD(TRU-DOLT)3/8'•X 4'STARTING 6'FROM ENDS THEN 22'D.C.(2 L2'EMBEDMENT) IIAX SIZE s ♦��.� �Fq, 3; THRUM .AVD HED V/S 2 X 6 VrRT(FAI IAMB ATTACHMENT TR-NBI I TV C-90 A MK 18'N 14' �.� ,A.1 '".GENS'., Gj Q _ ATTACHED Y/m 1/A•-2R+7/e' S)HPS01 1/4'X 3'TITER SCREWS STARTING 6'FROM ENDS,USE PAIRS C2 FASTENERSe TRACK SPLICE BOLT L NUTDESIGN LOADS re w'�e'• \• C •`/ <3'APART)AT D•O.C.W 12'EMBEDMENT) +42.0 PSF -d• No 464857 (^ ILI ii FA TI ERS K 03'APART) AT CON if+SCREWS STARTING 6'FROM ENDS,USE PAIRS �`L y,.2 FRSTENERS APART)AT B'D.C.Cl V4 EMBEDMENT) -48.0 PSF k6.�.if,• 15 " 2 X 6'VERTICAL JAMS ATTACHMENT TB GROUTED C-9S BI MX(2000 PSI GROUT) SF/ES SUBJECT ".�' • - HILT)SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS TIER 12•DC.81 1/4' TO WEIGHT 7 o9 $TATE OF ((N EMBEDMENT)RIR.USE FASTENERS FOR HOLLOW C-90 BLOCK) RESTRICTIONS .% e ' I', 'LAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. a �` n;; G' ,E MI 'PREPARATION OF WOOD JAMBS BF OTFERS E PASSM IIMPACT �rrht7 ti/'...I,G..(r' 4\� .. 1 W..O CONCRETE HOLLOW HLOC RESISTANCE FL A':N;)Ep)CS•t\\ ei STRUCTURE STRUCTURE k STRUCTURE STRUUCCTTIIRE� •• �CM� 1 E Ali' .SEE(TABLE 2)FOR A -,n; -i- �'_ 165 CARRY=COIRT VDUTaI-SALCAN-C VIM VA/MARCUM JAMB BRACKET SPACING ! I ,I I I I I MODEL p95O HERSTAOE 1000, 2000 STANDARD TRACK tRVFIGURATION FOR 6'6'UP TO 14'TALL DOORS 1/2'MIN 2-3/4'MIN 1-LD'MIN 4' MODEL fi655 OAK SUMMIT(24Qa) 3000, 2000 ass eiraJMB Short,Long. FIUDTD &Oak Summit Panels 3'MIN SSE MOM SitOAIE OR6EO ILSSED ' B mom BD_DOE aepy IRC-9518-165-2671OX�.ER DEWS L S6 92.81 PL UC III 00FBSIE I DEET 2 0'3 --- rt TABLE 1 TABLE 2 _.--- - j DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT SPLICE HEIGHT 8tm #2 #3 #4 #5 #6 #7 #8 "HEIGHT A 8 C D E F G t t J K L MN S :',1414,01::::7V--`Z'1" 21:';21:-.-;X2111':21"•.=21 .21 <8 8" 3"" .14" ;_27;°: 8 -487,-,....,"W 841 ::',..,•;70^, --., �i 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 1 7' 3" 14" 27" 38" 46" 66' 68" 76" 13:0'" 21"x::21"-- 21 i18"' 13 -.157,',041,::21": 1?t;7 6"; 3".' 14 :.277....31r• 46":<. 56".. 66' X :'78" . x::...,?: . .. i::1, ... 62:... 12'6" 21" 18" 18" 18" 18" 1818" 21" I 8' 3" 14" 27" 38' 46" 66" 68" 78" 88" //,',1218".-/ .211 21 ,21" 21=•21 i8';216_ ',:,..13',6" .i3 14 27" 38 46";'66' 88-:;78" 88°: ' 94 - ; 11 6' 21" 21" 21 18 18" 18" 21" 9' 3" 14 27 38 46 66" 68 78 88° 100" 0 11 0"' 21"':;18", 18 18".i :.98`; A811 21,": 19 6'N a, 14 27°. 38 4'47, 68" 38" 88...98 1 77c I `,:-:.74087,5-. 1013" 21" 21" 21 21" 21" 21 10' 3" 14 27" 38" 46"'56" 68 78" 88" 100 112" ,,A6/..:0":/ii,21 21" r2:1!,!,!..113'.!, 1g ..21.!: 10 6 I 3:>114 27" 38 48 '.56!:;-,2667i161,,.:88":100"110 :;' 118 96" 21 18" 18" 18" 18" 21" 11' 3" 14 27" 38 46" 56' 68" 78" 88" 100'110" 124 9 0:'.i',,18 18" 18 48": 8 ,18'.114116" 3,; 14 ,2r.. 38 46'.56" 88' i78 88",1017110"120" /.:/:1301://, 7'6" 18"% 18" 18"08"..4:,..,18r,:18',!..: 8" 18/' '.113 3"„ 14" 27" 38" 46":4161-'...56": 6" 68" '78".`88" 100"114"122 1344 148' ,7"O', 321,;':21^ 21 21";' ' d13 8" : 3:; 14 27' 38" ,46'.;:.;S6 :68'/78 '88" 100"148":122.134°144 ':.:1,54!!. : 6'S" _21" 18" 18" 21 14' 3" 14" 27" 38" 46" 56' 68" 78" 88" 100"114"122"134",146" 160" ALL TRACK ATTACHMENT SPACING 4/-2'ALLOWED WITH SYP NO.2 OR BETTER ONLY SPECIFICATIONS ANO NOT-ES s, /// 1..THE LOAD FROM THE DOOR IS TRANSFERRED TO TRTHE VERTICAL TRACK, '--- � ��, f gg %1.,„.. .....__,„..._,,,_."- FROM THE ACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS _' v l THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: ,,7 +378,0 LBS/FT & -414.0 LBS/FT 337 MOM 'S WIT 8Y 3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED A maxim 08171 RAMS 3/51/06 DM AND INSTAUED WITH STANDARDS AS SET FORTH BY DASMA. 4.DOOR SECTIONS SHALL BE 24 GA.(.on)MM.EXTERIOR SKIN II WARD TO RC MMD 1'./3j119R I � ROLLED FORMED,W/BAKED ON POLYESTER FINISH •45,44.1., 9.DOORS USE 1 5.5'tBGA R,-TRUSS PER SECTION n 6L"4'' pp Via^ { AND(r)3"2006STRUTON THE BOTTOM SECTION, MAX SIZE "' L. I{i L/yaR4pes +J 8.REFER TO TABLE 1 FOR SECTION CONFIGURATION. 18'x 14' li ' G 4'tJ � pew 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED DESIGN LOADS k +".',.;:, r a BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS '+'420 PSF = '- No 0041557 wr 9 " INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. -48.0 PSF *S yllt'k4 t a ! HIES SUBJECT L 4 TO WEIGHT " -' RESTRICTIONS �� TATE OF .IAN' • "F36):97,1/4?... I' LARGE MISSILE el p ,a {n13V.,A:01-0044.‘�flyO, ����• Sv .11i --•- INTERIOR WIDTHCARAGE IB'0'" -•^^ RNPACr :1'..1'°'''' O Jpp E RESISTANCE FL VERTICAL JAMB ( DESIGN LOADS --^ i77 T -414.0195/+378.0 FT 1 AVAILABLE TRACK CONFIGURATIONS I } $ 1' ,� 165 04x616&COURT vnslan-SIZE.NC ams VVUCANIRACIPL. N.T.S. SEE NOTE 2 ON PAGE 3 MODEL#060 HERITAGE 1000,2000 MODEL#/055 OAK SUMMIT(24ga) 1000,2000 Short,Long;Flush &Oak Summit Panels WE 0338317/ STT D3& SUOTrS ROM B moo BY BM SATE CS/V07 IRC-9518-165-26-1 0151111 01518 L 980MW PL UC di I843679 4351 3 a'3