Loading...
HomeMy WebLinkAboutProduct Approval W\ Florida Building Code Online Page 1 of 3 • A 4ad Me 0 Florida De(artmentd BCIS Ma— tog In User Regisuadm Mot ropl6 ( Submit Surcharge Sats&Facts Publications FBC StaN SCS SAE Map links Search � Busines //� Professi dal ProductApproval ICER:Public User Regulation Product Approval Menu>Pmdua or Aoolicatlon Searfi>Aval[catlon Ust>Appll®thm Demll 6 FL# FL16985-111 Application Type Affirmation Code Version 2014 Application Status Approved Comments _ Archived Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email - 165 Carriage Court Winston-Salem,NC 27105 (336)251-1309 danny.joyner@amarr.com Authorized Signature Brandon Gentle brandon.gentie@amar-.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 _ (336)251-1308 s brali¢4tl.genGe@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem,NC 27105 djoyner@amarr.com Category Fxterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Thomas L Shelmerdine Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc:ETL/Warnock Hersey Quality Assurance Contract Expiration Date 01/01/2016 Validated By Steven M.Urich,PE =' Validation Checklist-Hardcopy Received Certificate of Independence FLIG985 R3 COI Statement of Independence 2014.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2062 ASTM F588 2007 DASMA 108 2005 DASMA 115 2005 TAS 201,202,203 1994 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 7/15/2015 1`. Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVNZ:No FL16985 R1 II IRC-1618-155-26-I Drawing 7-10 FLpdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+36.1/-40.8 Evaluation Reports Other:Long Panel Glazing is 1/4"Polycarbonate with FL16985 RI AE IRC-1618-155-26-I Evaluation Report aluminum frame 7-10 FL rev1.Ddf FL16985 R1 AE Makrolon NOA.Ddf Created by Independent Third Party:Yes 16985.6 Model 1350;Model 2700 IBC-1309-150-15-I Thru 9'-2"wide Limits of Use Installation Instructions Approved for use in HVHZ:.No FL16985 R1 II IBC-1309-150-15-I Drawing 7-10 FL.odf Approved for use outside HVHZ:Yes Verified By:Thomas L Shelmerdine PE-0048579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+32.3/-38.0 Evaluation Reports Other.Glazing not available FL16985 Rl AE IBC-1309-150-15-I Evaluation Report 7-10 FL.Ddf FL16985 R1-AE IBC-1309-150-15-I Report 7-10 FL.odf Created by Independent Third Party:Yes 16985.7 , Stratford(M600);Heritage IRC-6016-133-17 Thru 16'-0"wide (M950);Oak Summit(M650) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16985 R1 II IRC-6016-133-17 Drawing 7-10 FL.ndf Approved for use outside HVHZ:Yes Verified By:Thomas L Shelmerdine PE•0048579 Impact Resistant No Created by Independent Third Party:Yes Design Pressure:+27.4/-30.5 Evaluation Reports Other.Glazing not available.in wind bome debris regions FL16985 R1 AE IRC-6016-133-17 Reoort 7-10 FL.Ddf Created by Independent Third Party:Yes 16985.8 Stratford(M600);Heritage IRC-6016-133-17-I Thru 16'-0"wide (M950);Oak Summit(M650) Limits of Use Installation Instructions Approved for use in HVHZ:No " - FL16985 RI II IRC-6016-133-17-I Drawing 7-10 FL Approved for use outside HVHZ:Yes r v1. Impact Resistant:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Design Pressurr.+27.4/-36.5 Created by Independent Thira Party:Yes Other:Approved for HVHZ rEvaluation Reports G i,FL 6985 Rl AE IRC-6016-133-17-I Evaluation Report 7-10 FL.Ddf &16985 111 AE-IRC-6016-133-17-1 Report 7-10 FL.DdF Created by Independent Third Party:Yes 16985.9 Stratford(M600);Heritage, IRC-6016-156-26-I Thru 16'-0"wide (M950);Oak Summit'(M650) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16985 RI II-IRC-6016-156-26-1 Drawiria 7-10 FLpdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdfne PE-0048579 Impact.Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+38.0/-42.0 Evaluation Reports Other:Approved for HVHZ FL16985 R1 AE IRC-6016-156-26-I Evaluation Reoort 7-10 FL.Ddf ' Created by Independent Third Party:Yes Contact Us::1440 North Monroe Weet.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Comrfoht 20074013 State of Florida.::Privacy statemem::Accessibility statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided maybe used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please didc h2M. product Approval Accepts: ,/ s�tivrrt'uerxres :1 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 7/15/2015 14 Ga 2' 14 GA 1.25•X 125•XI 14 GA 123'X 123'%I • END HINGE ATTACHED PUNCHED ANGLE ATTACHED TO 13 GA MIN)ALV,STEEL CHED ANGLE ATTACHED TO l4GA CENTER HINGE ATTACHED V/(2)1/4'x 3/4' 25 GA(1➢N)EXTERIOR SKIN ADJUSTABLE SLIDE ON TIP COMMERCIAL TOP ROLLER ADJUSTABLE SLIDE ON TOP W/(4)L4'x 3/4' HEX 14EAD SCREWS V/BAKED DN POLYESTER FINISH FIXTURE WITH(1)5/1V X BRACKET ATTACHED V/(4 3URURE BG.TWITH PND(NUT 16•% Q HEX HEA➢SCREWS 3/4•BOLT AND NUT L4•z 3/4•HIX MEAD SCREWS PER BRACKET ADAMTARLE 14GA ROLLER CARRIER 13 rA(MIA COMMERCIAL I�.LER CARRIR 13 14GA SHEARED ROLLER ATTACHED TO END TOP FIXTURE ATTACHED W 4) ATTACHED V/(2) CARRIER ATTACHED TO TILE W/(3)1/4•x 1/4•x 3/41 HEX HEAD SCREWS 9/16' 3/4• 5 I/2'ISGA R-TRUSS ATTACHED R-TRUSS V/(2)1/4' AT EACH END STILE r. 1',..• dnl- 3/4• HEX HEAD HOLT L NUT PER V/(2)1/4•x 3/4• 3/4' HEX HEAD SCREWS SCREWS PER CARRIER ADJUSTABLE SLT➢E BRACKET ATTACHED BRACKET HEX HEAD.SCREWS AT. .::c;, EACH CENTER STILE V/(D 5/16'x 3/4'•BOLT AND NUTS C ID ALL STEEL OR 10 s L S 1/2•H%18 GA ON TOP �,� 2-10 BALL STEEL OR 10 SLIDE LUCK ENGAGES INTO VERTICAL BALL NYLON 9•STEX ON SECTION(5•R-TRUSS) 1 • I.'ll' BALL NYLON 9'STEM TRACK ON BOTH SIDES(SNAP LATCH, TDP CTI V/7/16 .moo+.x:n� TTACHED V/(3)1/4'X 3/4' ROLLER V/7/16 OR LOCK BAR OPTIONAL)ATTACH V/(2) B0.T RETAINER roR HEAD SCREWS AT RETAINER FOR 1/4•z 3/4'HEX HEAD SCREWS NON-THREADED SHAFTS ENDSTILES AND NON-THREADED SHAFTS TOP SECTION 5 1/2•H X 1H GA. �((2)AT EACH CENTER STILE <S'R-TRUSS)GALV.STEEL R-TRUSS TYPICAL TOP FIXTURES ! 1 \ N.T.S.AL CENTER HINGE / 1 W/C30 1 xHED[IN B3/♦•HEX HTOM OF EALED SCREWS G AT ERCH END STILE AND(2)1/4'x NT.S. � 3/{'NE%NEA➢SCREWS SEE PACE 2 FOR OPTIONAL TYPICAL END HINGE /3 \ AT EACH CENTER STILE SEE PAGE 3 FOR RECOMMENDED T. GLAZED SECTIONS STRUT _L SECTION CONFIGURATION AND STILE LAYOUT A —�� END HINGE 14 ca 1 TVO(2)ROWS OF THREE(3) ' VENTS EQUALS 15 SO.INCHES IIF vEMaLAnDN 21' MAX OPTIONAL VENT DETAIL s 1/2•M x 1B ca n)PER LARGE MISSILE MLTs 5 SECTION TR R-TRUSS)GALV. (TOP) STEEL'x3/S ATTACHED V/ (3)EWS z EACH NEN HEAD SCREWS AT EACH END STILE z 3 D IMPACT RESISTANT (� AT EACH CENTER STILE THROUGH 3.20GA STRUT ATTACHED H V/(2)1/4•X 3/4'NCX HEAD SCREWS AT END AND 0 EACH CENTER STILE BOTTOM PANEL STRUT OR [x[DESM[Ntt I C ^:s ,a 13 CA OUN.)BDTTDM ,( BOTTG(BRAO(ET 13 GA BRACKET ATTACH/-0 ♦DA CLARITY 4 ^'"•}4""�•'cxf /4)1/{'x 3/4' 2•ID BALL STEEL DR 10 (MIN.)TNICK ATTACHED HEX HEAD SCREWS HALL NriDN ROLLER 9• V/(3)1/4'X 3/4'HDI cp NT EL ET RST METAINER USED FOR NOR HEAD SCREWS 0 V/EONiF L RSFAIr .5 B BmEEARADEDOM SHAFTS ONIla • • S SFOTION A-A (SIDE VIEWI N.T.S. ——— — — ——— — _ A RLv oes>8Dw OF R1W9O15 wte SEE I.L.41 W PAGE 3 p UPDATED TO TBC BRIO 1 1 ISR FOR STRUT SPACING TYPICAL BOTTOM BRACKET/ \ 0 ADDED GLIM ROTE 912 y6•-D• N.T.S. TT 51 r... SteHf9131eDpe� _ INSIDE ELEVATION '- tea S ( suB VENTS PROVIDE 70 a9- WIDTH 16 yg t �. HF N.T.S. (62 s.1,FOR OPTIONAL "INT 7J ^t0 VVENn F UNOBSTRUCTED INTERIOR OF GARAGE 4�q�WQ:y\GEN�j 3/4•MINI_ H X s SOUTHERN YELLOW WME AIR FLOW EACK DESIGN LOADS °~°/t 'SfnERODM I Ma H OR BETTER) MAX.WIDTH 100 +37.0 PSF 41.0 PSF W. "�' • �O © m eD W CENTER RILES DPDW,IL STS IOULDIUS AnAOED VIN tb QINOE➢JGNTS ED GA GALV.STEEL CND TEST LOADS W/RE%IrtC SEA AT THE TOP AND EDITOR RAIL STILE ATTACHED WITH C7) (11PPLIED BY INSTALLER) AND WITH DR WITHOUT ANESIVC TD wmmR rACC IIENEO.IONtt ro DORS +55.5 PSF Ey.$ n(j• < A"m ND TURN RAA THE TDP JAMB DESIGN LOADS® -61.5 PSF � g1 $ a E OF '�� , JAKE HMACXET ATTACHED TO +296 LBS/FT SEE NOTES 2 - •�L e JNO vrcI D/16•x 1-3/II• -328 LBS/T LARGE 0 .` C �' Q• LAG HOLT AND ATTACHED ro - GALV."TE1L TIDO( MISSILE � .•��R fid'' � TE V/W VA%S/B• 11OCNNE59.Oe]• Ip•.�N �l tOt �+ "'7 SPECVICATIO s AND NOTES IMPACT 5 uu RS SP1¢BST 1,AL THE LOAD FROM TX[DOa+B TRA119EARED ro THE N7ICAL TAAOG RESISTANT "'F L A°°�J�cgs IS tto 9a 5 VCN x 19 Y- •. FROM THE 7PAIX 71E Loa O TMNSFENREO ro INE VCR CAL M fe'R-TRUSS) 7NE HOAI[ONTN.JAMB ON HEADER RCCA NO PORTION OF THE LOAD ... __. _ THE METHOD OF TESTING WAS IN SUBSTANTIAL TRANSFERRED THE DOM t FMN VOIICAL JAMBS MECEA£9 MAIOAW DECISION LOADS OF; .3 14w SIENEO IffiLER GRRIIR.—I TD A-TTRMSS CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM ♦3S0(Bs/rt A 31B LeS/7T W/(2)1/4•"2/41 REX NEAR SCREWS E330&E1996, AND DASMA 108&115. THE PRESSURES 3.DOORS AND HARDWARE WLL BE DERlROM MANOFACTUAED • A••. • o SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE AND OR AUMsmU WIN STANDARDSBE AS SET E(.MR BY DAsla 169 CARRIAGE COURT VINSTO(-SALEIL NC. 27105 TRACK MOUNTING DETAIL t DOOR SI.MAL 6RA11 BE Z6 OA IM11(.Mg-)ROLLID iODG UCHT NTs 7-10 WITH THE FOLLOWING PARAMETERS(5 FEET OF DOOR TY 5.st,FROAL O SMU >,A REMSMc PROFE SO ELEMENTSECN R FOR BE pE9GN(D MODEL X850 OAK SUMMIT SERIES 1000 & 2000 WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): BY A TED ON T IS DRAW 0NAL ENONEEN FOR Arm LOADS WIND SPEED MPH 199 181 172 164 157 1. A ON nus OMWTN N ADOOON TO OTHER LOAONCS. MODEL #800 HERITAGES RIES 1000 & 200E e.ARARR MANUFACTURES AND OSTPIDURH wpuDE owes UNDER MANY MODEL $950 HERITAGE SERIES 1000 & 2000 EXPOSURE LEVEL 8 C C D D DRNO LAMS.PLEASE SEE AYAR-IEANNACTORED FRWATE Lau CHART FOR R[FT)IINCi OF EQUIVALENT PRODUCTS FOR WNOLOAD APPROVAL MEAN ROOF HEIGHT 1 30' 1 15' 1 25' 1 15' 25 7.REFIR TO TAWE5 ON THE PAW 3 FOR ADMONAL DOOR WDTHS . MAIM BY 6HGj DATE 11/10/09 DRAWNG XUKBER AND 1NCRi OESON FRES.SVRCS IRC-6016-155-26—I 6 PANEL STAMP DOES NOT EFFECT WHOLOAO CAPABMICS 0 CRECKED BY DU DATE 11/20/W M1 OF B B � TOP FIXTURE ADDER PIECE GALV STEEL IMTERIOR.IMPACT WINDOW FRAME �DAtC30p3p�'ppG7ALEV ppS��TppESgEL�,eEX�TNEIREICORR�IIMPACT V1013V FRAME V/A'BITE ON GLASS ffln7E�TERIOR TVINDOVIRRE I,riA STEEL n,,SKIN T12P SECTION 1 5/16'OVERALL 1/8'CLEAR ANNEALED GLASS 090•PVH INTERLAYER LB'CLFJIR ANNEALED GLASS mP VIEW ISOMETRICyiEV MANUFACTURED BY GUARDIAN SUREBOND L ADH 9D•. 11• 3 TRUCTURAL ADHESIVE a 23/16'X 1/2'SCREW-USED TO I`I,'k FTNETSSTTEELEIgTFF�I�ACTRVH�IDAOV WINDOW FRAME 10 END VIEW 3.U/64•X I/2'SCREW-USED TO fASTEN DECORATIVE'PLASTIC MOLDED INTERMEDIATE SECTION smE wEW WINDOW FRAME TO THE ASSEMBLY OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT NOTES: 1.ZINC COATING SECTION B-B IMPACT WINDOW DETAIL 2.MATERIAL YIELD STRENGTH: 35-49 KSI. KT S. 3.MATERIAL HARDNESS: 50-60 ROCKWELL B. ' 4.1.25'X 1.25'X 14 GA PUNCHED ANGLE MAY BE USED 19' 13 GA. FLAG BRACKET ATTACHED TO WOO 1 '2 '2 'S '2 JAMBW/ (3)5/16 DIA.X 1-5/8,LAG BDLTr AND TO TRACK W/C4TRACK SPLICE BOLTS AND NUTS •� 30-5/8' a' SPLICE TRACKS AT THIS LOCATION V/(4)1/4'-20 TRACK SPLICE BOTSi NUTS SECURE TO JAMB WITH(3)5/16'DIA x 1-5/8' LAG BOLTS IMPACT GLAZING FASTENER DETAIL 0y OI5WION W K?115 X DATE WY N.T.S. A I URAIID TO FBC 7010 12PPI IRIR (SP CE) N 5H6-DIA x 1-5/8• B I ADD®QA717G NOTE 17 9 2 RR LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET _ SeeglS11D 000ppfp p J� Yno�XT�ilS?6 bee 9{. SHf(Q�°e. ER HEIGHT 14' bb qY, 12 GA.GALV.STEEL 4bb��l•V� •CSr• ��s _ JAMB BRACKETS DESIGN LOADS THROUGH ATTACHED V/(1)1/4'-20 x 5/8' +37.0 PSF No 004057 TRACK SPLICE BDLT 6 NUT -41.0 PSF ua TOP FIXTURE REINFORCEMENT TEST LOADS ILLUSTRATION -bis Ps l ems' s OF �A 9 LARGE Se sv '.�1..� OP:•�-e.�L" MISSILE O;•.�O R 1�,.'��bbb g.f O RES15TANT FL 'o°p�pvON®e e0eb ay 5 � 1� A 5 y 165 CARRAGE COURT VINSTQN-SALEM.KC. 87815 SEE(TABLE 1)FOR MODEL #850 OAK SUMMIT SERIES 1000 & 2000 JAMB BRACKET SPACING ® MODEL #800 STRATFORD SERIES 1000 & 2000 STANDARD TRACK CONFIGURATI13N FDR 6'6'UP TO 14' TALL DOORS MODEL #960 HERITAGE SERIES 1000 & 2000 M.i.s Sf1E I DRAW BY MCI DATE 11/20/09 I AAIWG NO m AVNLABLE'RACK CONFIGURATIONS B I OEC0 BY W1 DATE 11/$(/(9 IRC-6016-155-26-1 N.T.S. SLIT 2 OF 3 0 TABLE 1 TABLE 2 DOOR TRACK ATTACHMENT SPLICE suDm sue Lonums M.OnIgh WOOD JAMB ATTACHMENT TO STRUCTURE Panel Tyro Measured Ran left Ed Leeds Al4n"d . -WWN 141. 24t 3rd III 6th Poslthe N 5174 HEIGHT A B C $57" 75" F G• H S °9 P X 6 VERTICAL JANH ATTACHMENT TD WOOD FRAME STRUCTLD7E (A) 011) 011) M) M) (m) (PSF) (PSF) 5/16'%3•LAG SCREWS STARTING 6'FROM ENDS TMEN 16'D.C.(1 1/2'EMBEDMENT) 6'6" 3.5" 21" 39" 70" 10';0 Shm 48.7 71.69 37.6 41,8 a X 6 VERTICAL JAMB ATTACHMENT TO 2.000 Pg}CONCRETE 10'7 30.00 60.00 90.00 44.9 49.7 7' 3.5" 21" 42" 76" 10".0 oak Summ 30.63 GGCQ 89.38 44.9 49. HILTI KWIK BOLT 3/8'%4'STARTING T FROM ENDS THEN 24•D.C.<2 1/2'EMBEDMENT) +z'0 81.08 40.81 72.x0 96.19 374 4.4 HILTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN]a'O.C.C3 2EMBEDMENT)1/2' MB 7'6" 3,5" 16" 36" 62" ITW/RAMSET REDHEAD CTRU-BOLT)3/8'%4'STARTING 6'FROM ENDS THEN 24'O.C.dC.(2 1/2'EMBEDMENT) 17,0 49.9 7200 94.38 37,4 47.4 8' 3.5" 21" 39° 88" Y,1 S08,rd 2 e9 324 1. SIMPS N 1/4'%3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS Y12 Shat 49.64 73.90 Bea 30.9 40.8 C3'APART)AT 8'D.C.(1 1/2'EMBEDMENT) 8'6" 3.5" 21" 42" 94" + l7. 60,08 73. 92 30.9 40.8 HILTI 1/4'%2-3/4'KWIK-CON II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF 9' 3.5" 18" 36" 90' 100" 17[2 S4 J!48 73.00 90.94 366 a FASTENERS(3'APART)AT 8'dC C1 1/4'EMBEDMENT) +Y! hat 90. 70.00 9.38 36 0.3 9'6" 3.5" 21" 39' 57"176-193' ' 106" t7a 61.09 74.00 0867. 38.4 4D. 2 X 6 VERTICAL JAMB ATTAGHt4ENT 70 GROLRED C�0 BLOCK(2000 PSI GRDUT) '4 ."t 61 74. 98.+9 4 'HILTI SLEEVE ANCHOR 3/6:%2-3/4'STARTING 6'FROM ENDS THEN 16.D.C.f1 1/4' 10' 3.5" 21" 42" 63" 81" 99" 112° 7716 Sant 60.87 76.0D 99.33 369 39.8 EMBEDMENT)COR,USE FASTENERS FOR HOLLOW C-90 BLOCK) 10'6" 3.5" 21" 42" 63" 84" 105" 118" +r a 6.7 MOD MW 369 39.8 7718 OASmNt u50.66 75.00 .4a 36.9 39.8 LLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 11' 3.5" 21" 39" 57" 76" 93" 111" 124" -TY-6 hon 61.67 7600 100.33 364 39.2 -PREPARATION DF WDOD JAMBS BY 13THERS 12'[85210 7600 9990 394 39.2 11'6' 3.5" 21" 42" 63" 81" 99" 117" 130" 7718 Oak 9umN151.31 MOD too.ee 36.4. 39.7. WOOD CONCRETE HOLLOW BLOCK it 70 SMI -226 77.00 101.75 .B 38.7 STRUCTURE STRUCTURE STRUCTURE GROUTED BLOC 12' 3.5" 21" 42" 63" 84" 105" 123" 136" 1710 9.10 77.90+00.90 34.9 38.7 STRUCTURE 12'6" 3.6" 21" 39" 5T' 75" 93" 111 129" 142" r 1D Oak S-ftt 5208 .00 101.94 .9 367 13'!0 Shad 9.00 7a.OD 103.00 34.6 36.2 .13' 13.5-121" 42" 63" 81" 99" 117" 135" 148" 131 +0 TO_DD 34.5 38.2 +3,C oak Su ft 62.61 78.00 103.19 34.5 382 13'6"' 13.5-121-142-163" 84° 105" 123° 141" 154" 177. Shat 61.40 79.00 104. 341 37. 13'12 56.10 TB.00 10290 34.1 37.7 14' 13.6'121-142-163--184" 105" 126° 147" 160" 172 .- mutli .08 79.00 34. 37- 1/2 MIN 2-3/4'MIN 1-172 MIN a 13'a Snai 57.40 80.00 105.60 33. 37.3 TYP.JAMD ALL TRACK ATTACHMENT SPACING+/-1'WIN STP NO.2 OR BETTER ONLY 13' .80 .DO-16970 3 37.3 3'MIN 13'.4.Oek Sumn4184.37 80.00 106.69 116 ]7a .13"8 Shat S&40 8. .W 3 2. 36.8 T4 L= 65.9D 61.00 100.10 33.2 30.8 13!6 0°Summl 6606 07,00 106.94 332 30.8 13'18 Shot 6640 8200 107.60 328 387 730 569 82.00 0738 1 1 320 1 38A 1316 Oak Sumas 55.81 8200 08.19 326 38A TABLE 3 - INC SM 57.+0 83.00 108.71 1 324 1 35.9 13'11067.17 Saw 108.83 32.4 35.9 DOOR SECTION HEIGHTS 1.708 8411.9.56 83.08+09.44 924 1 389 67.78 84.00 110.11 32.0 1 358 HEIGHT Btm #2 #3 #4 #v >16 #7 #8 +s'o 9.90 64.00+46.36 320 966 TABLE 4 2 6 LO z 18 1 18 8 4 u 67.1 8408 110.09 327 35.6 x §r2" 9012 81108 9.05 8601 117.41 31.0 36,1 DOOR STRUT SPACING BASED ON RECOMMENDED 6-6- 21 18' 18 21" 1417. 68. 86.00 70. 3. 35.1 ( R2Y DBOM OF gggpNS DAIS Y +e•lz�.oaksummr 68.08 0608 171.94 ate 347 HEIGHT SECTION CONFIGURATION) 10P TaU X21 .22 71217`21"f 14^4 Shal 59.16 88.00 11271 9 a .7 A B C' D E F. G H T A tMAIM M FBC 2010 12 1 AIR T 6" 18" 18" 18" 18" 18" 14•,4 Lm 61.17 0600 1.9 31.3 34.7 6'6' 5112^ 1 fi° 34' 52° 70 1/2" 8 ADO.(1AID10 NOTE 2 RR 14"4 Oak Summ 68.81 B6 13.19 31.3 34. 1. "��,8js0 .f 12 a F8°� s 3x•� 3N 21n� 14.8 slm�t Ss.ee 67.00 114.07 30.9 344 7' 51/2" 16" 3T 58' 8'6", 21 21° 21 18° 21 F4 6 ekS"" 81.57 87.00 112.83 349 34.3 T 6' 51/2" 13" 31' 49" :67° 821/2° w70MAn•i�6 vee°QS,,2•EN•.. y18,4 }8r;4 Ss,818 +184 1$ o e Sh d 60.66 8600 11631 30.0 33.9 8' 5112" 16" 34" 52' 70° 881/2' HEIGHT 14' .`�. \0 8'6' 5 172" 16" 3T 58' 78' 941/7 d 2 9'6" 21 18° 18' 18° 18 21" DESIGN LOADS ti� No 9 •;F 1. q� p u'�m s umm 61:7.6 6400 116.0+ 30.2 33. B' 5112" 13" 31° 49' 8T 85" 1001/2" +37.0 PSF q-1 GYQ�b/1421 I' Z,,,i 9216 k�{1 Q.„q-1i$3' cy1.z. 4'11 680 W.30 89.00 110.70 132.40 90.8 44.2 9'6' 5112" 16' 34° 52° 70' 88" 1061/2" -41.0 PSF 10 6 21-121' 21 21 21 21 14;90 ak SM 61.08 .00 116.94 30.2 33.6 10' 5112" 16" 37° 58' 76° 94" 1121/2" TEST LOADS 6'0 B. 75. .00-10.97 117.94 36.4 39.2 ` �• 10'6" 5 1/2" 1(' 37' S8" 79' 100° 118112" +55.5 PSF g,n _ 1sw 1.089 .45,80 8630 90.00 111.70 133.40 39.4 43.7 o S ATE OF 11 6 21 21" 21 18' 1$ 18 21" 16'IO ak Su 193.9 8181 90.00 1+.18 6.38 39.4 47.7 11' 5112" 16 34" 52" 70° 66" 106" 124112° -61.5 PSF €g v; �. A' OP•�C� ° +3 16!2 shad 62.66 7683 91.00 105.11 t19. 36.0 38.7 11'6" 51/2" 16' 3T Sr 76" 94' 112" 130 11T N y''3'12K0"25�.1 21¢r21.� 6�y1i 421 421 j18 ^921;�, -75'1 7.80 69.30 91,00 12.70 .40 38.8 43.039.0 43.2 138 MISSILE J� ems`S°••••••ejO•O��O�, 'LL . all 12 6 21 18° 18 18" 18 µT8" x18" 21" 1s�a O 81141. .t .so 7621 194.80 130.90+47.60 94.0 3r.a 12'6" 5112" 18" 34' 558" 70' 88" 106" 124" 1421/2' RESSTANT ���ISAONAOa \��® y X11370{;k,21ka 213 21¢6, 8'le 11;. ,1,$64,181 =21= 1614 47.25 69.83 9200 1143813675 366 427 13' 51/2" 16" 37• 58" 76• 94" 112" 130" 14812" FL 13'6" 21." 21' 21" 21" 21" 18° 18" 21" - 7s 4 oa hod 34.9 4341 z.1 +7.0.69 us.9e 36.6 7..7 13'6" 51/2" 16" 3T 58" 79° 100"118" 136" 1541/2° 1 IB Snot 90.82 898+ 93.00 lIeAG 139.38 38.1 42.3 '1{ 21'F; 21�1,}2111,21"t+21$a`4„1,k: -7-18 11.60 70.3011190.00 115.70 13871 38.7 424 14' 51/2" 16" 37• 58" 79° 100'121" 142" 160112° 8 Oak SumMt 47.42 10.21 90.00 76.79 73866 30.1 423 ADDITIONAL STRUTS MAY BE ADDED 70 DOOR WHEN GLAZED FOR • " •" o o t Isis Shut 4702 7DAl 94.00 17.19 140.38 37.7 1. COUNTERBALANCE PURPOSES 1578- 8. 7.30 94.00 1. 7 M. 7. 4.8 165 CARRIAGE COURT VINST@7-SALEM.NC. 27106 7-8 k Summl 48.02 71.01 94.00 116.99 139.98 37.7 41. 18'11.0Sho.t7i.8T e9508119.19 141.38 37.3 -TI 4 MODEL #650 OAK SUMMIT SERIES 1000 & 2000 sno 49.17 7208 9500 117.92 140.9 37.3 41.4 MODEL #600 STRATFORD SERIES 1000 & 2000 761 0)a S-ralt 40.62 7.aT-9--55..0 18.19 141.36 37. 1..4MODEL950 HERITAGE SERIES 1000 & 2000 1-0 Shal 49.82 7281 9600 119.19 14238 37 .41 # 16 0 m 60.80 73.30 96.00 11.70 141.90 367 -W?- Oak 7Oak summit 48.42 7221 98.00 119.79 7x3.68 37 41 rB DRAMI BY 610 BRIE 11/20/0.9 0AAIlm NUT a¢dED ar Dw DATE 9/20/09 IRC-6016-155-26-1 so3aI