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Home My WebLink AboutPRODUCT APPROVAL - OVERHEAD ROLL UP EXTERIOR DOORJOI8/1 2018 1Ahfj1 Code Online 0 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts j Publications ( Contact Us 1R BCIS Site Map I Links *Search Product Approval , M USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # - 'FLd�- 8888=R5" Application Type Affirmation .��a Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report. Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) ASTA DOOR CORPORATION 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30101 (770) 974-2600 Ext208 JFRENCH36ASTADOOR.COM JAMES FRENCH J FRENCH3@ASTADOOR.COM James French po box 420 acworth, GA 30101 jfrench3@astadoor.com Mike Alvis P.O. Box 420 Acworth, GA 30101 (770) 974-2600 Ext248 malvis@astadoor.com Exterior Doors Roll -Up Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Management Institute 12/31/2018 Gordon Thomas, P.E. L Validation Checklist - Hardcopy Received FL8888 R5 COI Financial Indep 102709.pdf Standard �j a ear ASTM E330 1a' jge, 'i DASMA 108 2002` °' Equivalence of Product Standards Certified By Sections from the Code floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtYisw8jP6BrAlPac%2fuYV8PcWZ1%2fflF%2fCc%3d 1/4 8/16/2018 Florida Building Code Online d I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in -compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity () Yes 0 No 0 N/A FL8888 R5 CDC Affirm for FBC 6th 2017 FL8888 Asta s.pdf Product Approval Method Method 1 Option D Date Submitted 10/06/2017 Date Validated 10/06/2017 Date Pending FBC Approval Date Approved 10/07/2017 j FL # I Model, Number or Name I Description h , 8888.1 203 Windlock Commercial Sheet Maximum design pressure for 8' wide by 21' high door. Lower �! Door design pressures calculated for up to 20' wide by 21' high doo �I Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 200 Series Install sealed.pdf Approved for use outside HVHZ: Yes FL8888 R5 II 29031 203.pdf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +113.iMax/-113.iMax Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-35.0 psf Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 8888.2 1 233 Windlock Industrial Sheet Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +95.9Max/-95.9Max Other: Design pressure at test door width of 16' _ +/- 37.5 psf Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high doc Installation Instructions FL8888 R5 II 27013 - 200 Series Install sealed.pdf FL8888 R5 II 29031 233.pdf Verified By: Joseph H. Dixon P.E. FL. No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 1w 8888.3 320 Commercial Slat boor (20 Gauge I Maximum design pressure for 8' wide by 21' high door. Lower r - Flat Slat) design pressures calculated for up to 20' wide by 21' high door,. 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +138.3Max/-131.3Max Other: Design pressure at test door width of 16' = +42.7 / -39.7 psf 8888.4 322 Commercial Slat Door (22 Gauge - Flat Slat) Installation Instructions FL8888 R5 II 27013 - 300 Series Install sealed.pd-f j FL8888 R5 II 29031 300 Series.p_df 1 Verified By: Joseph H. Dixon P.E. FL.No. 7768 A' Created by Independent Third Party: No i Evaluation Reports FL8888 R5 AE ER-07-0005-113 022212 0011.pdf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 300 Series Install sealed.pdf Approved for use outside HVHZ: Yes FL8888 R5 II 29031 300 Series.pdf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Pressure: +128.5Max/-121.5Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +41.4 / Evaluation Reports -38.4 psf FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 8888.5a-' ' 324 Commercial Slat Door (24 Gauge Maximum design pressure for 8' wide by 21' high door. Lower - Flat Slat) design pressures calculated for up to 20' wide by 21' high door. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +118.1Max/-111.1 Other: Design pressure at test door width of 16''= +40.0 / -37.0 psf Installation Instructions FL8888 R5 II 27013 - 300-Series Install sealed.pdf FL8888 R5 II 29031300 Series.pdf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports hftps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtYtsw8jP6BrAIPac°/`2fuYV8PcWZl%2fflF%2fCc%3d 2/4 8/1i Florida Building Code Online FL8888 R5 AE ER-07-0005-113 022212 0011.pdf Created by Independent Third Party: Yes 8888.6 418C Rolling Steel Service Door (18 I Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Curved Slat) l design pressures calculated for up to 24' wide by 21' high door. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +132.2/-132.2 Other: Design pressure at test door width of 16' _ +/- 32.9 psf Installation Instructions FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II 27013 400C series sealed.pdf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 8888.7 418F Rolling Steel Service Door (18 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Flat Slat) I design pressures calculated for up to 24' wide by 21' high door. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +127.6Max/-127.6Max Other: Design pressure at test door width of 16' _ +/-49.3 psf Installation Instructions FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II. 27013 400F series sealed.pdf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 8888.8 420C Rolling Steel Service Door (20 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Curved Slat) design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II 27013 400C series sealed.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon RE. FL.No. 7768 Design Pressure: +124.5Max/-124.5Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-32.2 psf Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011,pdf Created by Independent Third Party: Yes 8888.9 420F Rolling Steel Service Door (20 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Flat Slat) design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II 27013 400F series sealed.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +119.3Max/-119.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-47.7 psf Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 8888.10 422C Rolling Steel Service Door (22 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Curved Slat) I design pressures calculated for up to 24' wide by 21' high door. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +118.2Max/-118.2Max Other: Design pressure at test door width of 16' _ +/- 31.6 psf 8888.11 422F Rolling Steel Service door (22 Gauge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +112.SMax/-112.5Max Other: Design pressure at test door width of 16' _ +/-46.4 psf Installation Instructions FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II 27013 400C series sealed.pdf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II 27013 400F series sealed.pdf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 8888.12 424C Rolling Steel Service Door (24 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Curved Slat) I design pressures calculated for up to 24' wide by 21' high door. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +110.8Max/-110.8Max Other: Design pressure at test door width of 16' _ +/-31.0 psf Installation Instructions FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II 27013 400C series sealed.pdf Verified By: Joseph H. Dixon FL.No. 7768 Created by Independent Third Party: No Evaluation Reports floridabui]ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAl Pac%2fuYV8PcWZI`/`2fflF%2fCc%3d 3/4 8/16/2018 Florida Building Code Online FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 888.13 .424F.R_ otling'Steel'Service Door (24' Maximum design pressure for 8' wide by 21' high door. Lower Gauge- Flat Slat) design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II 27013 40OF series sealed.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +105.3Max/-105.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16'=•+/-45..0 psf Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 8888.14 618 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (18 Gauge) design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II.27013 600 series sealed.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Pressure: +198.8Max/-198.8Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-51.8 psf Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 8888.15 620 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (20 Gauge) design pressures calculated for up to 24' wide by 24' high door Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II 27013 600 series sealed.pdf Approved for use outside_ HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +187.7Max/-187.7Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-50.8.psf Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 88818.16 622 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (22 Gauge) design pressures calculated for up to 24' wide by 24' high door Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 400,600 Series Install sealed.pdf FL8888 R5 II 27013 600 series sealed.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No.7768 Design Pressure: +178.9Max/-178.9Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-50.0 psf Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: 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 mail. 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 may be 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 click here . Product Approval Accepts: 771 W] ® edirecl: Credit• Safe Security ht ETRI CS' ,1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAlPac%2fuYV8PcWZl%2ffiF%2fCc%3d 4/4 Installation Instructions -- Model 400/600 4w Heavy Duty Rolling Steel Service Door USE ASTA DOORS PARTS ONLY - ALL OTHERS SHALL VOID WARRRIyTY A Door Corporation FOR MORE INFORMATION CONTACT ASTA DOOR CORP. (77pr�J'i4- f;0-% f,1. IIIPREPARATION 1.1 CHECK THE HEIGHT AND WIDTH OF THE OPENING. .1.2 CHECK IF THE DOORJAMBS ARE PLUMB 1.3 CHECK IF THE FLOOR AND HEADER ARE LEVEL. 1.4 THE WALL ANGLES IN STEP 2 MUST BE INSTALLED PLUMB AND LEVEL TO EACH OTHER EVEN IF JAMB IS NOT PLUMB AND FLOOR IS SLOPED SEE EXAMPLE BELOW. WALL WALL PNGMB ANGLE HEADER �PLUMB JAMB JAMB OPENING SLOPED FLOOR 2. WALL ANGLES 2.1 EVENLY SPACE WALL ANGLES OUTSIDE OPENING SO THAT THE DISTANCE BETWEEN THEM IS AS SHOWN BELOW. :EL STEEL R OR OD WOOD .•W. "CCNC. .W.. BLOCK MUST BE FILLED PER LOCAL CODE. BLOCK 11 OR IIZRICK ^"W. G IDE TYPE L NON-WINDLOCKS M!,_LLEABLE :h'INDLOCKS S if MPED WINCLOCKS "W" DIMENSION BARREL BARREL_ 1 3-a' BARREL + 1 '.._ ..I 2.2 FASTEN WALL ANGLES TO JAMIRS A�OR$p�16 TO THE FOLLOWING TABLE: OS. ; j 0, r��ils La JAMB FASTENO?j '•, C�,. E4 - DRILL 318 iSt F)IA 1-10LE, I H .i h....... ;ELE IAPS L)RIL L t,-1 ()iA '1 fL�RI�I LJ, STEEL AND IAP I:2-1 3 1 OR 1 i WOOD l AG LUOLTS 3:8 INCH CONCRETE f:XFfANSION BOLTS 1.2 INCH FiI.Of:K OR f H14U-801-TS OR Al L T HRE A0 BRICK i:21NCH NUMBER AND SIZE OF FASTENERS MUST IM.ATCH SLOTS PROVIDED IN WALL ANGLE' 3. BARREL ASSEMBLY [OTE: RIGHT HAND OPERATION SHOWN [I-IROUGHOUT. LEI T HAND OPPOSITE 3.1 FIT DRIVE SIDE HEADPLATE ONTO DRIVE AXLE OF BARREL AS SHOWN BELOW THE DRIVE ENO OF THE BARREL HAS NO AXLE BEARING AND NO COUNTERBALANCE SPRING. THE THE DRIVE SIDE HEADPLATE HAS A BALL BEARING ATTACHED. DRIVE SIDE HEADPLAT E DRIVE END Ur= DRIVE AXLE OF BARREL t11C-- BALL HF.AR,IV-, 3.2 FIT SPRING SIDE HEADPLATE ONTO SPRING AXLE AS SHOWN BELOW. THE SPRING END OF THE BARREL HAS AN AXLE BEARING AND A COUNTER- BALANCE_ SPRING THE SPRING SIDEHEADPLATE HAS NO BEARING. 33 FIT TENSION ADJUST MENT WHEEL ONTO SPRING AXLE AND INSERT KEY DO NOT INSER I' LOCKING PIN OR T IGHTEN SETSCREW AT AT THIS TIME SPRING SIDE LOCKING PiN-----D HEADPLATE TENSION ADJ WHEEL 1 SPRING END SPRING AXLE C-;* OF BARREL SETSCREW CAUTION KEY MUST EIF COMPLETELY INSERTED INTO TENSION ADJ WHITFI OR DAMAGE AND INJURY GOLILI) OCCUR 10..-"'lI 1RAR I 4. DRIVE ASSEMBLY 4.1 FIT DRIVEN SPROCKET ONTO DRIVE AXLE. DO NOT INSERT KEY INTO KEYWAY OR TIGHTEN SETSCREW AT THIS TIME. DRIVEN :'ROCKET DRIVE AXLE FLATHEAD ` SETSCREW BOLTS A DRIVE ASSY, f DRIVE SPROCKET SINGLE REDUCTION I DOUBLE REDUCTION 4.2 FASTEN DRIVE ASSEMBLY TO DRIVE SIDE HEADPLATE WIT TWO 1/2 INCH FLATHEAD BOLTS. FLATWASHERS AND NUTS. DO NOT TIGHTEN BOLTS AT THIS TIME. 4.3 SLIDE HEADPLATE UP AGAINST BARREL SPACER AND ALIGN DRIVEN SPROCKET WITH DRIVE SPROCKET. 4.4 INSTALL ROLLERCHAIN ONTO DRIVE AND DRIVEN SPROCKETS AND SECURE MASTER LINK. GREASE ROLLERCHAIN. 4.5 INSERT KEY COMPLETELY INTO DRIVEN SPROCKET KEYSEAT. S. MOUNTING BARREL ASSEMBLY 5 1 RAISE COMPLETE BARREL ASSEMBLY WITH A MECHANICAL HOIST OR A FORKLIFT AND FASTEN. HEADPLATES TO WALL ANGLES WITH 1/2 IN. BOLTS. LOCKWASHERS AND NUTS AS SHOWN BELOW. USE FLATHEAD BOLTS WHERE COUNTERSUNK HOLES ARE FOUND. WALL ANGLES HEADPLATE BARREL ASSY, —1 -HEADPLATE TENSION WHEEL 5.2 SPACE PIPE EQUALLY BETWEEN HEADPLATES. 5.3 ALIGN DRIVE AND DRIVEN SPROCKETS. 5 4 ADJUST CHAIN TENSIONER AND TIGHTEN BOLTS. 5.5 TIGHTEN DRIVEN SPROCKET SETSCREW. 5,6 ADJUST POSITION OF TENSION WHEEL ON SPRING AXLE TO WITHIN 1/4 IN. OF HEADPLATE AND TIGHTEN SETSCREW. DO NOT INSERT PIN IN TENSION ADJ. WHEEL AT THIS TIME. S. MOUNTING CURTAIN ASSEMBLY 6 1 RAISE CURTAIN ASSEMBLY WITH MECHANICAL HOIST OR FORKLIFT AND HANG IT ONTO BARREL WITH INSTALLATION BELTS. 62 HOOK STARTER SLATS ONTO ATTACHMENT BARS AND FASTEN WITH 5/16-18, 1/2 IN. LONG BOLTS AND FLAT -WASHERS AS SHOWN IN FIGURE BELOW. STARTER SLAT a O O i cr ui PNQiiI. '.. C. :�,G J INSTALLATION BELTS ' OAS• `' '•. .• 9 PROPEL' 63 PULL HAND CHAIN TO ROLL CURTAIN ONTO - BARREL WHILE ASSISTING TENSION WHEEL TO ROTATE FREELY. CAUTION SECURE HAND CHAIN SO CURTAIN WILL NOT UNCOIL DURING TENSIONING PROCEDURE. KEEP CURTAIN CLOSE TO WALL AND AWAY FROM' HOOD BANDS. 6.4 APPLY 3 TO 4 COMPLETE TURNS OF TENSION TO THE TENSION ADJ. WHEEL BY ALTERNATELY PULLING DOWN ON THE TENSION TOOL, AND INSERTING THE PIN, AS SHOWN BELOW. PIN ° LESS TENSION 0 DIA. .STEEL BAR . ' p MORE TENSION w o 10-1-99 IBAR-2 CAUTION TEST DOOR AND ADJUST TENSION AS NEEDED FOR PROPER CURTAIN BALANCE. LARGE DOORS MAY REQUIRE MORE THAN 4 TURNS OF TENSION. APPLY MORE OR LESS TENSION IN 1/4 TURN INCREMENTS. ' 7. GUIDE ANGLES 7.1 FASTEN INNER AND OUTER GUIDES TO THE WALL ANGLES WITH 3/8 INCH BOLTS, NUTS AND LOCKWASHERS. THE FIGURE BELOW SHOWS THE PROPER MOUNTING FOR ALL STRUCTURAL GUIDE SYSTEMS, AND ROLL FORMED GUIDES. WALL ANGLE WALL ANGLE OUTER GUIDE CHANNEL GUIDE GUIDE CLEARANCE INNER GUIDE STRUCTURAL ROLLFORMED GUIDES GUIDES 72 ADJUST GUIDE CLEARANCE TO ALLOW 1/8" of curtain movement. 7.3 INSERT HEADSTOPS INTO HEADSTOP TUBES AND FASTEN WITH 5/16" x 1.3/4" BOLTS AND LOCKNUTS AS SHOWN BELOW. DOORS WHICH ALSO HAVE REMOVABLE HEADSTOPS ON THE CUTER GUIDE MUST BE ASSEMBLED SIMILARLY. 7 4 APPLY GREASE INSIDE GUIDE CHANNEL TO ALLOW FREE CURTAIN MOVEMENT. HEADSTOP TUBE ' HEADSTOPS OUTER INNER GUIDE -----� 'f GUIDE 8. HOOD 8.1 IF THE PROVIDED HOOD IS A SINGLE PIECE OR FACTORY COMBINED MULTIPLE. PIECES, THEN SKIP TO INSTRUCTION 8.4. 8 2 IF HOOD WAS PROVIDED IN TWO OR MORE PIECES THEN OVERLAP THE PIECES SO THAT COMBINED. HOOD LENGTH IS EQUAL TO THE MEASURED DISTANCE BETWEEN THE HEADPLATES AS SHOWN BELOW. _�twF.EN HEADPLATES 8.3 FASTEN OVERLAPPED AREA TOGETHER WITH FOUR POP RIVETS IN EACH FLAT SECTION. (28 RIVETS TOTAL) 8.4 RAISE HOOD WITH MECHANICAL HOIST OR LIFT AND FASTEN TO HEADPLATES AND HEADER AS SHOWN IN THE FOLLOWING FIGURE BELOW. 8.5 FASTEN HOOD TO HEADPLATES AT LOCATION •'A" WITH 1/4 INCH SELF TAPPING SCREWS. 86 FASTEN HOOD TO HEADER AT ••B" 8.7 HOODS OVER 16 FEET LONG REQUIRE ANOTHER FASTENER AT LOCATION ••C••. . A 8.8 WHEN HOOD SUPPORT BRACKETS ARE SUPPLIED. INSTALL AT LOCATIONS ••B•• OR ••C" AS NEEDED. FASTEN HOOD TO BRACKET AT LOCATIONS ••D". C HOOD o�L JR.'��,,. ]BRACKET �r•,r'r F. � pC � at0, ` Off_ " FCSS�"� IBAR-3 W :a 9. HANDCHAIN 9.1 ADJUST HANDCHAIN LENGTH SO THAT IT HANGS BETWEEN 1 AND 2 FEET OFF THE GROUND. 9.2 FASTEN HANDCHAIN LATCH APPROX. 4' OFF THE GROUND AS SHOWN BELOW. 10.SLIDE BOLT LOCK (OPTION) ......... 10.1 INSTALL SLIDEBOLT LOCKS TO BOTTOM ANGLE ON EACH SIDE OF DOOR USING APPROPRIATE HARDWARE SHOWN. P 6. 4255 McEver Industrial Drive, P.O. Box 420, Acworth, Georgia 3001 AlmwOffice: (770) 974-2600 1 Fax:. (770) 974-1455 ASTA Door Corporation 10-1-99 I BAR-4