Laserfiche WebLink
D00it °DNS INSUL FINISH �iT SPECIAL NOR: THE o�, DFBE T E RwoING MODEL 5 24 W 1 "�` <br />TOPSF TM PROF E PROFESSIONAL <br />OF RECORD <br />BE THE R�ONsLLIM <br />OF THE P�IONAL OF RECORD FOR THE BUIlDDIC <br />TEMPlfl GFOCIT 1 300 �ORSTRUCMREMACCOPDANMWrTHCURREPff SECTIONS ARE 2' NON -INSULATED 24GA. ROLL 1. (b) DOOR 10'-Z' X 11'-6' <br />BUDDING CODES. FORMED RIBBED STEEL CONSTRUCTION. <br />2. DOOR TO BE SUPPLIED WITH 50,000 <br />CYCLE TORSION SPRIGS. <br />ACTUAL DOOR HEIGHT IS APPROX. 1' OVER BECAUSE OF 3. DOOR TO BE SUPPLIED WITH REVERSE <br />JOINTS BETWEEN SECTION PLUS BOTTOM ASTRAGAL ANGLE MOUNTED, 2' GALVANIZED <br />CENTER SUPPORT BRACKET L.H. WOUND TORSION SPRING STEEL TRACK WITH 15' RADIUS STANDARD LIFT. <br />STD LIFT GABLE DRUM 4. DOOR TO HAVE ONE INTERIOR MOUNTED <br />_N #2 END STILE SLIDE BOLT DOOR LOCK. <br />S. DOOR TO MEET OR EXCEED d: 13.5 PSF <br />1.00• GALVANMM DESIGN WINDLOAD AND A d: 20 PSF TEST <br />STEEL TUBE HORIZONTALIEDTRACKBYOR INSTNGER BMOC S WINDLOAD REQUIREMENT. <br />(LUER CHANNEL <br />BY DOOR ILMEDIA E ANGER 6. DOOR REINFORLI=MENT TO BE (1) 2 1/4' <br />ROLLER CHANNEL DOORS <br />12' G' AND HANGER USAR STRUT IN THE MIDDLE OF EVERY OTHER <br />REQUIRED FOR DOORS 12'-0" AND HIGHER STEEL SECTION STARTING WITH THE BOTTOM <br />SECTION. <br />E 7. DOOR TO HAVE (3) FULL VISION SECTIONS OF <br />THRUTEMPER® GLASS LOCATED IN SECTIONS 2 <br />4. <br />H 8. ALL FULL VISION SECTIONS TO BE <br />\ \ GALVANIZED STEEL CHO(%)IA1E BROWN. <br />J 7HORIZO CT L - 9. FV SECTION REINFORCEMENT TO BE 1 1/4' X <br />\ D HORIZONTAL - 14 GA. 1 1/4' X 1/0' ALUMINUM ANGLE, QTY ONE PER <br />i\ G VERTICAL - 16 GA. FV SECTION, LOCATED AT THE TOP OF EACH <br />SECTION. <br />10. DOOR TO HAVE VINYL TOP WEATHER SEAL <br />AND REVERSE ANGLE JAMB WEATHER SEAL. <br />f2 END STB.E LOCK SIDE ELEVATION <br />STANDARD LIFT 11. CTO HAVE STANDARD SECTION <br />A STACKING. DIAENSiONS GIVEN FOR CLARITY. <br />TRACK DETAIL <br />NOTE: REFER TO THE APPROVED WINDLOAD INSTALLATION DRAWING ocnmrmN DIMENSIONS <br />FOR 1AMBCONNECTION DETAISORREFER TODASMA IM. DOORWDm+ 10'-2- <br />CONNECTION K TECHCONNECTI DATA SHEET SAND FOR MOUNTING <br />DETAILS H JAMB B OPENING WIDTH 10'-V <br />CONNECTION FASTENERS AND MOUNTING SCHEDULES. C DOOR HEIGHT 111-w <br />B M (TRACK D OPENING HEIRTr 111-w <br />ii <br />r(OPENING) SIDMOOM) QUANTITY OF PANES WIDE 3 <br />¢NMTIY OF SECTIONS HIGH 6 <br />SPRING PAD LOCATION. wA E HEADROOM (MIN.) 1'-3.5' <br />2" X 6" X 10" MIN. WlV1THlat F B HEIGHT (MIN.) 12'-9.r <br />F R (1)REQ'DBYG.C. SEAL G OVERHEAD CLEARANCE 1211' <br />H BAOOIOOM (NIN.) 13'-r <br />JAMBS AND HEADERS TO BE OF 2" X 6" F=�' - y 3 FLOOR TO C IURG (PIN.) 12'-9.r <br />LUMBER. ALL BOLT HEADS TO BE FLUSH. A K SPRING PAD OFFSET 1 S'-0' <br />.� FINISHED FLWR LOVE ADJUSTABLE TRAGIC 'S' DIM TO INCLUDE L SPRING PAD OFFSET 2 <br />MOUNTS (DOOR) STRUTS &TRACK TRACK 0'-4.5' <br />COMPONENTS N COUNTERBALANCE 0'-4.5' <br />INSIDE WALL ELEVATION 0. CENTER LINE <br />OPENING PREPARATION s TRACKBACaeOON a-S- <br />IMORTARr TtfY &am=* not be wPed rd rraneed Prior DRAWN BY: SQB DATE: 11-28-17 APPROVAL SIGNATURE: APPROVAL DATE: <br />Cl o p ay® In eel'rabdorkn. PIa �eaHidredd 4 nk1bw = all... TtukyouT IINSEO : <br />TAKE 5 OIL CHANGE <br />Bullding Products Company "UrICE: OmRdentleVPrdprktryldbn adonoFT1DPAYBULORM PRODUCTS <br />diicwed,r..d dupfteb°D',`mWe �.wRr�w, eLeN:ed.d n wW may not be 106c MASTER DRAWING 524W1 DRAWING NUMBER: <br />WWwM w P� con@1M Nam. No e6eeve II* nnuo. may 10036541-1-2 <br />SHOP DRAWING rm*kneeetyrorryeemeoeerdwea.dmgtwafinx . TSR/DC: S" 1 OF 2 <br />c� <br />0 <br />lz <br />w <br />O <br />Ci <br />_I <br />N <br />N <br />O <br />OD <br />O <br />N <br />w <br />Cr) <br />Q <br />m <br />O <br />F- <br />O <br />CY <br />(1 <br />/ <br />J <br />w <br />(/7 <br />J <br />_J <br />rK <br />2 <br />w <br />ICI <br />u7 <br />W <br />Y <br />Q <br />F- <br />Y <br />C� <br />ZD <br />U <br />SEAL REINFORCING U-BAR STRUT ROLL - <br />-,-TOP <br />FORMED GALV. STEEL SEE NOTES FOR <br />END STILE OF 18 GA. NOT DIPPED <br />EXACT STRUT CONFIGURATION <br />CENTER STILE OF 16 GA. GALV. STEEL <br />GALVANIZED G-40 STEEL WITH NO OIL <br />�- 2' ROLLERS FEATURE (1) 1/4' DLL STEEL <br />FASTENED TO EXTERIOR SKIN WITH <br />ODAT'DNG, FASTENED TO EXTERIOR <br />BALL -BEARINGS, FULL FLOATING IN CASE <br />TOG-L-LOC30INING SYSTEM <br />SKIN WITH TOG-L-LOCJOIBIYG <br />HARDENED STEEL RACES. <br />7 <br />SYSTEM <br />ADIUSTABLE TOP ROLLER BRACKET OF 12 GA. <br />GALV. STEEL, FASTENED WITH (4) 1/4' X 5/8' <br />=a <br />DRIVE SCREWS <br />SECTIONS ARE r THICK PANELS, ROLL <br />FORMED FROM 24 GA. (O.G22- MIN) <br />INTERMEDIATE <br />COMMERCIAL QUALITY STEEL; HOT DIP GALVANIZED PER ASTM <br />A653; PHOSPHATtZED AND FINISHED BOTH SIDES WITH BAKED ON <br />HINGE DETAIL <br />EPDXY PRIMER (0.2 MIL MIN.) AND PRE -PAINTED POLYESTER TOP <br />FACE COAT (0.55 MIL MIN.) ON THE D(TERIOR SIDE. <br />SINGLE END HINGE DETAIL <br />SKIN HAS TWO 1/2' DEEP REINFORCING RIBS ON 8' CENTERS, <br />COMPLEMENTED BY 11W DEEP BEADS ON 2- CENTERS. <br />FULL -VISION SECTIONS TO HAVE SINGLE PANE <br />GLASS HELD IN PLACE WITH -SNAP -IN GLAZING <br />BEAD AND HOT MELT ADHESIVE. REFER TO NOTES <br />FOR EXACT GLASS TYPE. <br />MEETING RAILS ARE ROLL FORMED INTO A <br />WEATHER TIGHT TONGUE AND GROOVE JOINT <br />ROLLER HINGE OF MIN. 14 GA. GALVANIZED STEEL <br />FASTENED WITH 1/4' X 5/8' DRIVE SCREWS <br />REFER TO HINGE DETAIL ON APPROVED WINDLOAD <br />O INSTALLATION DRAWING FOR ADDITIONAL SCREWS <br />REQUIRED FOR Wl APPLICATIONS. <br />13 GA. GALV. STEEL STEP PUATWL.IFT <br />f HANDLE - MOUNTED TO BOTTOM BRACKET. <br />BOTTOM BRACKET OF 12 GA GALV. STEEL, <br />FASTENED WITH (5) 1/4' X 5/8' DRIVE SCREWS <br />— IA- DIA. X 7 X 7 AIRCRAFT GABLE & NICO <br />PRESS SLEEVE <br />1-1/4' X 1-1/4' X 1/W <br />ALUMINUM ANGLE <br />INTEitMEDIATE TOP RAIL <br />WITH REOVFORCING FIN AND <br />CAP <br />SECTION JOINT DETAIL <br />\J -BOTTOM SECTION REINFORCED WITHA <br />TEMPERED ALUMINUM EXTRUSION WITH <br />INTEGRAL RETAINER AND VINYL SEAL <br />IMPORTANT: PLEASE REFERENCE THE DRAWING NUMBER ON ALL CORRESPONDENCE <br />® <br />C 1 <br />IMPORTANT: This dammed muse be AWmd and reexned Prior <br />m. <br />��reta�ndedming numerr an el <br />DRAWN BY: SQB <br />DATE: 11-28-17 <br />APPROVAL SIGNATURE: <br />APPROVAL DATE: <br />o p ay <br />Building Products Company <br />espondw <br />NOTICE: t'aM ryropriatery kft aden dCSPAY <br />BUDDING PRODUCTS CO. k mnWrred hetln and may not he <br />dreamsd,LOW, dwm ld,nneft aaable, or dM06AW <br />OMB' TAKE 5 OIL CHANGE <br />MASTER DRAWING 524W1 <br />DRAWINGNUMBEL <br />SHOP DRAWING <br />rwAouI`inftWRyn`d.`a`mkWwwlnoteasrft.amingUwaham. <br />10036541-1-2 <br />CSR/DC: <br />: <br />20F2 <br />DESIGNER OF RECORD TO SELECT SPECIFIC <br />OVERHEAD DOOR MODEL BASED ON LOCAL WIND <br />LOAD / CODE REQUREMENTS. <br />DELETE ALL OTHER OVERHEAD DOORS SHOWN <br />ON THIS SHEET. <br />IBC 2012, IBC" 2015, 1%,11ami Dade Con ,**, FB** <br />Wind Enforced areas <br />vlodel Cast Per <br />Cost Per 8 . SCE 7-10 <br />. SCE 7-10 <br />6 Door <br />Door EXP B <br />EXP C <br />+13,5,-13.5 PSF <br />524 <br />NOTE 1 <br />0-121 MPH <br />0-108 �PII <br />°4�° 1 <br />+20,-21 PSF <br />320 <br />121-139 MPH <br />1W139 A PI <br />�'�7T1} <br />NOTE 1 <br />g y�f� 'y� <br />-C 50.-'% 2' <br />2 <br />q MPH <br />��.(.- Ti YYi�.i.L <br />y y .+� �y <br />1 i� i <br />ENACT <br />'��= <br />NOTE 1 <br />.i�-L� <br />NOTE 1: COST OF DOORS SET BY VENDOR AND TAKE 5 <br />I7 C 2003. IR-C: 2006, IBC 2009, Testis Department of Insurance' <br />d enforced areas <br />I <br />Model <br />Cost Per 6 [ Cost Per 8 <br />.ASCE 7--0 5 <br />.ASCE 7-05 <br />PT! -IL— I Door <br />EXP B <br />EXP C <br />+1 -13.5 <br />1 <br />521 <br />NOTE 1 <br />0-93 V[PII <br />0-93 MPH <br />PSF <br />Wi <br />NOTE 1 <br />+20,_2I PSF <br />3i <br />93- 116 <br />84-104 N11PE <br />,t <br />NOTE 1 <br />E +fit€,-56 PSF <br />3728 <br />117-1" MPH <br />105-170 <br />INNLPACTV <br />6PI <br />NOTE 1: COST OF DOORS SET BY VENDOR AND TAKE 5 <br />Wind Loading - Impact Glazing Requirements <br />IBC" 2012, 2015. FBCSC" RC, Miami Dade County <br />.ASCE 7-10: Over 140 mph or over 130 mph wlthl I mile of coast <br />IBC 201, IBC 2006, IBC 2009, Texas Department of Insurance <br />A.SCE 7-0 5: Cher 120 mph or over 110 mph within I mile of coast <br />"Pending respective product approvals <br />V— <br />Nt <br />V <br />co <br />co <br />rn <br />V J LL <br />WJ� p <br />Q0L Z <br />>- >- W <br />U�w p <br />_AWN W <br />—No >Q <br />Olaaaaaa> W� <br />Q -J in Q <br />LC) � m Z E— <br />W J 0Z <br />W�Q JJ <br />,^ �Q <br />< Lo 0L <br />Lo <br />�-�ti o <br />Z 00 S <br />wd� <br />Q -a O <br />0 <br />U < E <br />OHo� <br />Q Cr <br />30"C� C: <br />wzo;� <br />N z <br />3 <br />NUCL, 3 <br />INEEIM <br />This Drawing s the property <br />Ot Ch" ey Rab "" A55oC�a'es' <br />This DroWing is not to be copied <br />Whole or in :n Part This Drawing <br />or the informal�on here upon is <br />not to be used on any other project <br />and must be returned to Chldrey <br />Robinson Associates upon request. <br />Copyright 2006, Ch:ldrey Robinson <br />Associates. <br />Written ddmenslons take precedence <br />over scaled dimensions_ <br />EN <br />OF .0 <br />1 <br />1 <br />p AR XMI ;. <br />IIN <br />REV. I DESCRIPTION ®I <br />al <br />A-103 <br />