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HomeMy WebLinkAboutPRODUCT APPROVAL+:� 1 LM'z^rv�'S'.. �1.T-i -k � i °'' ti""'' z w v-s.�•.e,L�T� ? t6.nr� ,-�J*C✓ 2a N+��x F' BCIS Home Log In User Reg stoat on rot Top cs Sub n t Surcharge Suits & Facts Pubhoonans Contact Us 0CIS S to Map L nk Search 7 ,'.,. Product Approval f �� USE0.. Public Lzer i J Cis Pmc� occrcvai Msr., > -rcaLn of Acn'ra ocat'r I AgonCattc. _zt > apprcaetan oenaa 'i FL x FL8888-R5 o�$P Application Type Affirmation Cede Version 2017° _ Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emzd 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(df Standard) Equivalence of Product Standards Certified By SCq AS(A CCCR CORPORATION 4255 MCEVER INCUSTRIAL A� O DRIVE N1tJ C7 ACWCRTH, CA 30101 (770) 974-2EC0 Ext 208 Co JFRENCH3@ASTACCCR.CCM Opjr_ ''YY JAMES FRENCH JFRENCH3@ASTADOCR.CCM James French pc box 420 acworth, GA 30101 ) french 3 @ a sta do o r. co m Mike Alvis P.O. Box 420 Acworth, GA 30101 (770) 974-2600 Ext 248 malvis@astadoor.com Exterior Doors Rcll-Up Exterior Door Assemblies Evaluation Report from a Flonda Registered Architect or a Licensed Florida Professional Engineer — Evaluation Report - Hardcopy Received Joseph. H. Dixon, Jr PE-7763 National Accreditation and Management Institute 12/31/20 L9 Gordon Thomas, P.E. _ Validation Checklist - Hardcopy Received FL8888 R5 CCI Financial indeo iC2709 odf Standard Year ASTM E33C DASMA 108 FILE 2002 Cw%py Sectors from, the Code Joseph H. Dava, Jr. P.E. FL No. 7768 Evaluation Report: ER-07-0005-R3 February 22, 2012 A comparative anahsis was made to determine the maximum pressure that could be applied tor' various width doors based on using the same guides and anchors used in the test doors. The pressures shown in Table 1 are these maximum design load values. These design pressures will exert forces on the guides and anchors equal to or less than those calculated for the test door. Sheet Doors — Model 203 (symmetrical rib) Model 20' doors have a corrugated -type steel sheet curtain with symmetrical ribs spaced at approximately 3.57 inches. The height of the formed cross section is approximately 5/8". The steel is ASTM A653 structural steel, grade 80, 26 gage (0.017" ). Standard sheets installed in the door have a net height of approximately 25" and are mechanically seamed at every 7°i corrugation. Four windocks are attached to each 25" high sheet on both sides of the curtain. A comparative analysis was made to determine the maximum pressure that could be applied for various width doors based on using the same guides and anchors used in the test doors. The pressures shown in Table 1 are these maximum design load values. These design pressures will exert forces on the guides and anchors equal to or less than those calculated for the test door. The foilowing 'models covered by this report are described in detail on the following ASTA Door Corp. drawings: 300 Series, Drawing No. 607-3-300F, sheets 1 and 2 of 2, revised 09/02/09 400 Series, Drawing No. 6074-400F, sheets 1 and 2 of 2, dated 05/15/07 400 Series, Drawing No. 607-5-400C, sheets I and 2 of 2, dated 05/15/07 600 Series, Drawing No. 607-6-600, sheets 1 and 2 of 2, dated 05/15/07 Model 233, Drawing No. 607-2-233, sheet 1 of 1. revised 09/02/09 Model 203, Drawing No. 607-1-203, sheet I of 1, revised 09/02/09 Technical Documentation: The tested models were tested at Certified Testing Laboratories, Orlando, Florida. These tests were conducted following the procedures of ASTM E330-02 or equivalent, Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. The following test reports, signed and sealed by R. Patel, P.E. cover the tested door models contained in this report: • Test Report No.: CTLA 689W, date: March 23, 2001, (Model 324). +40 / -37 psf • Test Report No.: CTLA 783W-2, date: December 12, 2001, (Model 424C), +{_ 31 psf • Test Report No.: CTLA 783 W-1. date: December 12, 2001. (Model 424F), +!- 45 psf • Test Report No.: CTLA 1253 W-1. date: August 8, 2004. (Model 622). +!- 50.0 psf • Test Report No.: CTLA 783W, date: December 12, 2001. (Model 233), +/- 37.5 psf • Test Report No.: CTLA 12533W. date: August 2, 2004, (Model 203). +1 Page 4 of I I C Cen,ultmg then: -AsTa,32010 Eval Report ER-0'-0005-R3r)?_'f l'- & - 35 `gV0111 trltil�i ♦ i �y4'.�GENSF : %e No. 7768 k: * *_ b 's STATE OF cc �'1iss,8NA '��♦:♦♦♦ Joseph If. D&on, Jr. P.E. FL Ao. 7768 Evaluation Report: ER-07-0005-R3 Februar5 22.2012 Design pressures for variations indoor width and curtain thickness were determined by comparative analysis with test results. The following calculations were prepared by Joseph H. Dixon. Jr. P.E.: • Calculations for Maximum Design Windload for Model 324. 8' to 20' wide, May 5, 2007 • Calculations for Maximum Design Windload for Model 322. 8' to 20' wide, May 5, 2007 • Calculations for Maximum Design Windload for Model 320, 8' to 20' wide, May 5. 2007 • Calculations for Maximum Design Windload for Model 424F. 8' to 24' wide, May 5, 2007 • Calculations for Maximum Design Windload for Model 422F. 8' to 24' wide. May 5, 2007 • Calculations for Maximum Design Windload for Model 420F, 8' to 24' wide. May 5. 2007 • Calculations for Maximum Design Windload for yiodei 418F. 8' to 24' wide. May 5, 2007 • Calculations for Maximum Design Windload for Model 424C. 8' to 24' wide, May 5, 2007 • Calculations for Maximum Design Windload for Model 422C, 8' to 24' wide, May 5, 2007 • Calculations for Maximum Design Windload for Mode] 420C, 8' to 24' wide, May 5, 2007 • Calculations for Maximum Design Windload for Model 418C, 8' to 24' wide, • Calculations for lViaximtun Design Windload for Model 622, 8' to 24' wide, M • Calculations for Maximum Design Windload for Model 620, 8' to 24' wider • Calculations for Maximum Design Windload for Model 618, Flo 24' wide • Calculations for Maximum Design Windload for Model 233, 8' to 20' widt b • Calculations for Maximum Design Windload for Model 203. 8' to 20' wid2,* )CO �'�i 5M()77B8 t 5. zoo# * - t -o ; STAIz - -- " TABLE 1 yp0,� Allowable Transverse Design Wind Loads instl 1-1_ lcn Max. Door Width t0i Max. Door { Model Height I 203 (ft) j Model 1 233 Model 324 Model I Model � 32-7 l 320 8 21 -/- 113.1 -/-95.9 +118.1 /-111.1 -128,51-121.5-138.3/-1313 9 21-/-91.4 i-.-95.9 -118.I/-II1.1 -128.5/-121.5-138.31-131.3 10 21 ! -/-7&0 i +1-80.1 +9531-893 -102.5i-96.5-1093/-103.3 11 21 j -,- 64.6 -%- 68.4 +79.01-73.8 +84.2 / -79.0 +89. 11-83.9 12 21 +!- 55.8 -1- 593 +67.0 / -62A +70.8 1-66.2 +74.41-69.8 13 21 j -1- 48.9 -'- 52.1 +57.81-53.7 +60.7 1-56.6 +63.41-59.3 14 21 -1- 43.3 +(- 463 +50.5 / -46.9 +52.8 1-49.1 +54.81-5 i 2 15 21 i +i- 38.8 -1- 41.5 -44.7141 A -46.5 1-43.2 j +48.1 1-14.8 16 i 21 -/_ 35.0 -/- 37.5 -40.01-37.0 -41.4 i -38.4 j -42.7 , -39.7 17 21 -%- 31.8 -/- 34.1 +36.1 / -333 -372 ' -34.5 -38.3 , -35.5 18 21 -/- 29.1 - - 312 +32.71-30.2 -33.71-31.2 j -345 % -32.0 19 '- 1 -1- 26.7 -.'- 28.7 -29.91-27.6 -30.7 ' 1-8.4 ; -31.4 ' -29.I 20 ? 1 ; ?4b - - 26.5 +27.5 % -25.3 ! -28.1 . -26.0 -28.7 -26.5 I� Design values used for the tests are shown in the box at 16 ft. width. Maximum test load was 150% of design load. All widths for any model have the same guides and anchorage as the 16' wide test door of that model. ytodels 322 and 320 have the same guides and anchorage as the 16' wide Model 324. All doors shown have a design slip of %" each side. Page 7 of I I ;mc ChrnrY+ ,tmJ'-010 Eval RcNr, ER-11--04)0:-R3 (1211-12 d,c ., Installation Instructions Models: 201, 202, 203, 204, 205, 21I, 231, 232, 233, 234, & 235 USE ASTA DOOR CORPORATION PARTS ONLY • .ALL OTHERS SHALL VOID WARRANTY. ABTA boor Corporation I SHOULD QUESTIONS ARISE. PLEASE CONTACT ASTA DOOR CORPORATION AT (770) 974-2600 7: J 2 IMPORTANT REMARKS: DO NOT CUT THE BANDS WHICH HOLD DOOR IN A ROLL. YOU WILL BE TOLD AT A LATER TIME EXACTLY WHEN TO CUT THEM. NO GUARANTEE WILL BE GIVEN OR RESPONSIBILITY ACCEPTED BY THE MANUFACTURER IF THE DOOR IS NOT INSTALLED AS INSTRUCTED. FOR PROPER OPERATION, FOLLOW THE INSTRUCTIONS AS GIVEN. PLEASE REVIEW ALL THE STEPS BEFORE BEGINNING. STEP #1 - CHECK THE OPENING A. Check the height and wdih of the opening. a. Chack I The Iambs are plumb. C. Cheek d the floor and neader art level. 0. Chinni trio Shmerviian panel icr side ream and head room requirements. (SEE DIAGRAM 9) DIAGRAM 9 OEaINC POLL ADCCP 2 I SUPPORT r % �BPACHETd — .� r l� dPkNINa At STEP #2 - INSTALL BRACKETS A. Mark the horimntal location of the Support brackets (SEE DIAGRAM 9). S. Mark the verti el location of the suppor•, brackets by using a transit or water level. THE DOOR MUST BE LEVEL. NOTE: Verify minimum headroom mquire- mems. Dimension W. H sufficient. lower the brackets unfit *Z• is obtained. H the bracket is lowered more than 2' this will reduce the open- ing height The guide height should also be reduced accordingly. C. Drill holes and lesion the brackets with the proper wall fasteners required to obtain a Safitl mounang. Use through bolts an soft block or brick. CLEARANCE REOUIREMEHTS HEIGHT x Y z up'. a'a' to, 217 to-12' Moto'• -a' 2t' to• IP up m te•a' zd' n' IV lipmwp N- IV 12' WINE TYPE At' All .Shy as Leh Hard give RIQM pPoow e Pusli up 7 Rope 9• 6' Direct Omre 9' 6- Pwtwk,Teel Pe.uNgl Geer 9' B' Cast Ralumon Gear 9' F Eacinc Orator Sr 6' NOTE: • Doors with Haavy Duty Guided, add V M At and A2 dimensiorm. • At Wmdbek Doors add 11' to Al and A2 Dimensions • Nate proper bracket location and Omvlde ode, quate backing. STEP #3 - DRIVE INSTALLATION A Inatell ROPE Of equipped) as follows, 1 Onli min rrum ale' ho!s in center.f hckom angle. Thread 3W rope Through hcio and de knot in path ends. S. Install DIRECT DRIVE CHAIN HOIST (if Equipped) as follows: 1 Slide Direct Dwe Assembly (46) arm door site. 2. Align holes antl .netall 3/1' % 1!p' Hen Batt ;Sj through rear of end drum. 3, tnstall aft' nut (151 and loth washer 117) and tighten securely. Repel. 4. Faed Hand Crain through The Drive AudemDly. (SEE DIAGRAM 11) DIAGRAM 11 ���asa C. install die CAST REDUCTION GEAR CHAIN HOIST (if Equipped) ere follows: 1. Slma round fled washer rM a= door ode 2. Soda Idler Gear Assembly (55. SM onto doer ode. 3. Side Planetary Sprocket essembly (53) and Chain Guide Asdambty (67) oato doer a%le and over idler Rest owner robe. 4. Side coned wet the filer gear tube erd align holes. 5. Secure vrim 1/ts' %3' hat hard halt 159) and 11's' son lacking nut (60). (SEE DIAGRAM 12) NOTE: Keep Idler Gear at a 10 or 2.'cack txsNan rokh The octrom angle being at 6.'.lack. DIAGRAM 12 59 T se FunETARv SPROCKET R ASASSEMBLYGEAR A•'� 55. 56 9LY 0. hurtall the POCKET WHEEL REDUCTION GEAR CHAIN HOIST Of EgUIPPed) M followed 1. Iristail Drive Sprodmt (67) on preferred side acing alp' % I'le Hex Bog (51). 2 Slide 1- pipe spacer (69) onto door aide. 3- Slide pocks! wheel assemby (66) arm door ate and align sprodmta parallel to each other. 4. Conned, drive drain (58) around hods sprockets u:wV the mailer link provided. S. After door tension has been adjusted. (STEP 6) T'ighmn sat screws an pocket wheel assembly. NOTE: is Q1,;aJ • % rthm adjusent n It madjustment eomwa mug be lowered lot ad u reaghmn trieradjustment (SEE DIA and 4 DIAGRAM 13 I DRNE OP,u SPROCKET A'_, / W= 1J ASSEMBLY 1 Intnall -NEw STYLE' ELECTRIC OPERATOR KIT (N Equipped) u f0W0a1: t, Rated EQ Sprocket (71) m and arum it door on preferred side using ale• x 111' Has Bolt (51). sis. Nuts (15) and ale• Lock washer (1 T. M Slide flat round ward ar (27) and spring clamp assembly (5) amp door ode and Secure set Pero, vrM clamp and washer against beating at dim end drum. (SEE DIAGRAM 14) mstall'OID STYLE' ELECTRIC OPERATOR KIT Of Equipped) as hallows I. Ramona, spring clamp assembly is) fmm door aide (d supplied). 2. tri alp- %4'p' Prim (74), with 311- to,* wash- er (17) Through every other alp• hole in end drum. 3. Slide acre end of Rea bar brace Q2) over each bole and than Slide a>i pipe spacer (73) wen each boll Stile oppeads end of net bar brace over rim nod had in courver clockwise rotation. 4. Slide bearing drum assamblY Over rite three bolts. S. Akach and lighten ale• Sat washm (16), sip' (17) Look waaham, and W nuts (14) to and at Paris. a. Side mend Salt warner IV) and spring damp assembly (5) onto does aide and Setae against the bearing drum assembly (M. (SEE DIAGRAM IS) WO—TE-1 N. Style eo. sox are to W used with 'flush' and drum position, and Old Style E.O. 10m vow W Pe used will, -messed and drum position. STEP #4 - POSITION DOOR ASSEMBLY 0. Pace me aide damp (9) or aye casting (9) oo W door support bracket (29.30) LM the door assem- bly up amp the support bracket (SEE DIAGRAM 16). Center door assembly in the opening, a side, ways movement IS necessary, be certain the dacr curtain ant the, eye tame together. � Poston the door as dose to the header as possible. Allow room to spin the dear. Do not aloes the door content m scrape the header. Do not use fahOfb or gems BRe wlh, unpramcted armsflorks. This inn came irreparable damage to doer curtain. CIAGP WE STEP #5 - AXLE HARDWARE A. MANUAL PUSH4IP / ROPE DRIVE: (Bath, ddas) 1. Place aide clamp (9) amp horizontal member of Cie support bracket (29,30) and under the door axle. 2. Pro.'H- U-Batt (121 war door ads anti through axle damp. 3 Fasten U-Sod using ale' nut 05). ale' flat wash- er 116) and d/s' lock washer (17) — ti securely. (SEE DIAGRAM /7A) DIAGRAM /7 EL DIRECT DRIVE CHAIN HOIST (Drive Side): 1. Place axle saddle testing (8) ohm hortanal member of support bracket and under the door aide. 2 Pace the axle camp (9) and me eaended keeper plate (111 over the door aye as shown to extend keepm plate cum the direct drive dam guide muamml (50). 3. Faemn tegethm wing 3W x 3111" her bog 113). sus' lack washer (I7), 31a- fait w i mein (16). and 3/4- hubs (Me mead) (14) —Oghterr sedaey. (SEE DIAGRAM 176) C. CAST REDUCTION DRIVE CHAIN HOIST (13 ve Side): 1. Para fhe see saddle tasting (8) omn the sup - pan breclet (28.311) and under me door We,. 2 Pace the trm sate damps (9) and mended ItaBDer pate (11) on 1pp ta me door aye as drown. 4. Fasten secondary aye clamp. mended keeper plate and 3h' U-13ae (12) using dh' lock wash- ers (M. 3/a' flat ova um (16), 3/e' hum (15) — tighmn seturety. (SEE DIAGRAM 17C) 5. traded stay brace (91) onto chain guide ati (Sr, using "/,: x V/0 flat head bob (62) and ispe nut (M) and bghmn sewray. 6 Fasten me day, brace a the support bracket using a (84) a14 Tell Scraw and it fiat washer (23). (SEE DIAGRAM 17C) 0. POCKET WHEEL REDUCTION DRIVE CHAIN HOIST (Drive Side) and OLD OR NEW STYLE KITS FOR ELECTRIC OPERATION: 1. Same snips as'Casl Reduction Drive' with the exception of #5 one e6 Pocket wheel reduc- tion mve anti E.O. Nita do nor require a stay race. E. NON -DRIVE SIDE (!or Dined Diva Card or Pealed Wheat Raducdat Ddves and E.O. Km): I. Place axle saddle casting (8) amp hanz i member at support bracket and under me door mate. 2. Place tire axle clamp (9) and the standard keeper pate (10) over the door ode as shown. 3. Fasten togamor using dh• x 31/r' heal bell (13). '/e lock washer (17).3184 fiat washers (16). and slim outa (fine thread) (14) — tighten securely. .(SEE DIAGRAM 17D) NOTE: Requires a minimum of 401be tanpw to properly secure hardware. STEP # 6 - PRE -TENSION SPRINGS A. histal stain dip (M apprmm inaly 4'0" above flemo n dmkn ope ad ducts. Installation mud be secure. B. Apply pm -tension le Me springs by ring the cow tva (2) tame in a forward direction (SEE DIAGRAM 16). To, bottom angte is to bra in a 6 o'clock posilim DIAGRAM 18 C. f you're unable W rom a dcar to pretension use a Pipe wrench m retain Ode in .14io le drecaan. With am pawn on eedl side of der, each iam- wn should Ha NY pate a large pipe wrench on the tam aide as shown in DIAGRAM 19. Pull down m apply bxsion inmanwntally until you achieve 2 tut rblaoons of me door axis. Then lghDm ma aye hardware. D. Repeal Step C if adlum meat is necessary. DIAGRAM 19 ua .� lever j "N: 3. Fasten axe saddle casting, tale damp and II mended keePer Plate together using'h• x. eat washes date, and (SEE nuts (fine th rand) (ta); — Hilbert sesedately.(SEE DIAGRAM 17C)C)` • ; 11 STEP #7 - CUT THE BANDS a", fir.-TIMMe door IS taw enter ermiom Beene cutting the banft take hall of the door hall by the beam angle. A. Cat ova bands and bring me curtain down no fuller thm T/4 me height of the door opening. Secure then, over the Cain mminer or wadge a woad prop between me before angle and the doer me re prevent upward travel STEP #6 - INSTALL DOOR STOPS (Lift Clips) AND SLIDE BOLT LOCKS A, Install the door smps (18) and din d)de bog Jocks using 1/•' x 111" Ims tread boa M. 11x' fail washers (M). sham nut (22). and ah- salt leaking and (rat) par side- S. Electrically operated doors sti➢ require door steps Ifdl dipa) to be installed. DIAGRAM 20 2a 23 19 zz xt -1 6 li e NOTE: Wheo rmasifing iMa bolt leaks, the threads brain the truss head bolt protruding from the said loddng red should be removed M a lush position with me sett Wag nut to prw®d mar from hanging up an the head stops. Cleary A pal Of Nov grape tam the mmad ell break off. STEP #9 - INSTALL DOOR GUIDES A. The head daps on the gultlers should bra he mine thmi !- higher /m batho e, d stops) can the door headoE If not Mine bottom dine guiles to match your Opening height and rebrate slide Itch notch or bottom Of fade S. Modem 2G1, 20Z 205, 211, 231, 232, MS: Rate the door Gamin so the bamm angle is approw rnsteli' 3• below the bedm Slide the guile over this door exaln and position[ against the door aWriag allowing lie deamncefrom edge of cur. tain to indda the guide. Install me top ledm Ors, lower currant Into guides slowly, maintaining proper clearance and atop at 6' above the float Install bottom tadmmm. Cheek l the guided are plumb using a level. The fasteners should be tamed approtlmemy ever 24- Garth f 6' emn MLshed mOc bsstaf bd=m guide to asSd Dane Bre klad+n armstap dthin (SEEDI a R degree angle. (SEE OU(GflAY9 3 TRRU 8 and 21) DfAGRAM 21 VLEAD4N uj0q C. Model 2W, 204, =, 234: Use same procedure as above allowing 1/4- clearance betlese n mamkt and the Wmdlock spur. Lamer me curtain into the guides slowly. fie sum mere is sufficient daeretx9 M thin wsdlock rsps to Omer the fuieee. (SEE OL40RAM 7 and 8) D. For INIndload CeMW Dams' tour to drivang,id fatt oralli dwr We and frequency. E Spray slemne tubacent in gddac for area at operation. NOT_' Dears aidered mr concretelancenry, applicaon will Include IA x 2112" te com, for guide Installation. Bock Ups welded m beck of guide for concrmemasonry application are opfiona an Models 201. 202, 205, 211, 01. 232, 235, Block clips are standard for cancreWmasnnry application on Models 2M. 204. 2M, 234. STEP #10 - CHECK AND ADJUST BALANCE ff door lowers rururly are lasses hard, more tarulon Is requeert, if the door ewers hard and raises aadly, less tendon k remrired. (SEE DIAGRAM 19) CAUTION: For a5 door throes: Before adjusting the springs, pull the doors Imo Me up posi- tion. Secure the doe by Me fosamng micruId : t. Tie a rape around the door rob. 2 Piece a danp at me top of the guide channel to secure Me curtain in the guises. A. Cast RedYatign Odve Doors Only - When the Ode Camps am loosened, the timid loads will be mdaa tension. Use cmama cam when handling Me chin leads. Seale both limos of Me chain to Me chain ,coiner (25). Scare a horizontal line On the sale. Loosen axle hardware m slow aloe to spin henry. Gary cord leads of tie chain secerely. Nine direction axis Must turn to ado or reduce tension (SEE DIAGRAM 19). Rates ade a matched. Secure bath chain to to chain retainer. Tghten all axle hardware. Repeat this Opera- tion 4 more or less +anion is required & All oUrar codes When rho sale clamps are Looser ed. Met springs will be very among. You writ now two people to adi st the door Wausien study. 1. Each person should fumy, place a large pipe wrench on the lode as stlovm in DIAGRAM 19. Imam Me aam Clamps and pml dawn for more tension and up for leas tanteort For Pocket Wreal Reducton Dram doors, remember m loosen sin screws prior to adjusanOd are rmgynan securely aeer edjustmem. 2 Retlghmn Me age damp hardware. 3. Repeat the above steps gfurther adjustment is necessary begin at STEP 8EL STEP #11 -TOP DRAFT STOP A Top Draft Stop comes standard war, Models 202, 204. 232 234 Insulated Dams, At other MOdek opdoreL B. Pull door dawn and look. Go outside and mark s line on the door curtain as shown. (SEE DIAGRAM 22) C flakes door T8" from a... Of uesl mark is accessible. Place top draft stop (M) In position as shown and secure will, Tek screws. Sttmch rubber slightly and seine other and. Locate and install Me remainder of Talk screws at 9' O.C. DIAGRAM 22 UNEv _ WAN SERVICE AND MAINTENANCE HINTS The following hums would help you m obtain Tee Operation. 1. DOOR CURTAIN DRAGS IN GUIDES. A Check Met door support brackets are plumb. B. Adjust location at guides for 1W . p-' side clearance. Top and bobtom. C Dear Drum Assembly may be se too dose ar too fer from well. Note Waited breemta for adjustment D. Check guides or foreign matter, such as din. eC E. Check for damaged guides. F Adjust teadm barrel at lop inside Of guides (SEE DIAGRAM M) 2. DOOR OPERATES HARD W ONE DIRECTION: A. Cheri, all Me abawe points. 8. Re•eheCk Step No. 10, C. 9 problem door has reduction dmo, check'Pe a W bolt (S9) that goes Mrough axle that locks idler gear canier. Ifsetl tacks ng rat (60) is over tightened: it .0 cause the .'dier par carmen shah to became egg shaped and bind the ch n wham. 3. CHAIN JUMPS OFF CHAIN GEAR A Chain Guide Assembly could he an aloe bark - warts. Make We dram pads are assembled correctly. Sea D'mgran i 1 for Direct Dnva and Diagram 12 or 13 for Reduction Carves B. Chain Guide could be hart out of alignment win clan them. C. Check for defers in cast chain wheel cur Chan. D. On EEI11V c Operator Doors cur •Pocket Ahem" Reduction Geer Doom, check for Maracas aligned and proper Wan tension. Also cried, that sin screws on Packet Wheel Assemby ere securely hastened. 4. DOOR DOES NOT CONTACT FLOOR LEVEL A. Use spim seam m dock whether door w floor is off iaml. 0 door is our of seam. Proceed m ch. Me faaowty pormu e. Check, 8'Suppate Smcmt,' and guides are level C. d W and'S' check out all dgtn, roe door a1.Me way up and see if curtain M39 up mmight an drums. End of door should be square. h cane shaped, go to Section S. D. Models 231, 232, 2M. 234, 235: R all of Me above dhek our and OIdmM k rat am Man 12' aA of level. the following Inched of curtain straightening may be Iced The long side of the curtain can be shrunk as blows: Rag door all the way dawn. On Me Outside at me door eurcain is a stem asp I'le" wile. This strip Mess the curtain squaw. Take a scawdrt— and atigh9y depress strip in, corrugated nb. A awls amount in each of the lore ten dos. Dow curtain will shrink ce Mat sitle- S. DOOR DOES NOT ROLL UP STRAIGHT A. Check all pauds M Section 1. R. An eM M me s.Iuljon an correct Mo caning door is m miss the curtail up to the stops and determine which she of Me boom angle gachas the slops first C. Secure has chain. remme guides, lower at- tain down m floor IeveL Insmll a drum wedge On side of Me door from, which the bottom angle touches Poat. 0. Pleased m Slap 9 he minsmli the door guides. E. d Problem con ineaS, arsu't factory. INSTALLATION OF REPAIR PANELS 1. FOR ALL DOOR MODELS Determine Me number of sheets whmn need to be replaced. Starting from old botfm m door curtain, Me'odk seems occur on about OW camera. When ordering, please gas exert length Of Shaet and location on door its- batmm, botlom and one intermediate, etc) 2 REMOVE DAMAGED SHEETS A. Secure door in 0 full down posdon by Intedng tke clan on Me chain retainer cr by wedging a soo,g piece of w,,d or pipe M WIG m the end of mg, against bracket When door shoes is cull afl. Me door will have a strong tendency m toll up. S. Remove door guides. C. Cut Of damaged shoat (see Diagram 23). Scribe a atmight firs and at door sheet off using nSblem. 0. Cut Me sidesblppitng and renove damaged shwt(s). 3. INSTALL NEW SHE ETM A. Clem, new, sham in location se artt— S. Dra hasty for 11-1 din. marls (ego) at e' QC., too and bottom are shownrt Pop l:vat as you gc C. Than sidemnp as gallows: Owatap sfeel/mbber 3 kmrugatiom, Instelf Me buttons and awaits That PVC Rubber as dose as Possible W Me nearest maple. DIAGRAM 23 DRILL a� ) HHEm2 RI a: 4 ON TI,44 4 THIS SLOE u SmE z ASTA Door Corporation PHONE: 770-974-2600 FAX: 770-974-1455 WEBSITE: WWWaStadooLCDm BCIS Home I Log In i User Registmtion 1 Hot Top,¢ , Submit Suaharge Stints & P.. d Fl ' Product Approval USER: Public User L�pv�+wav Product Approval Menu > Product or APPINUton Search > APPlicatlon Lst > Appllcenon Detail FL # Application Type Code Version Application Status 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 FL17700-R2 Revision 2017 Approved m6a Publications I COM.AUs BCoIISSS..Map' Uribe searchVIA 1 S 10, N GQ�� C) n Whirlwind Steel Buildings 8234 Hansen Road Houston, TX 77075 (832) 555-4611 jose.ortega@whirlwindsteel.com Jose Ortega jose.ortega@whirlwindsteel.com Steve Wright 8234 Hansen Road Houston, TX 77075 (832)553-4828 steve.wright@whirlwindsteel.com Jose Ortega 8324 Hansen Rd Houston, TX 77075 (713) 946-7140 jose.ortega@whirlwindsteel.com i Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received Terrence E. Wolfe PE-44923 Lenard Gabert & Associates 05/03/2020 Brian Jaks, P.E. O Validation Checklist - Hardcopy Received FL17700 R2 COI Letter of Certification secured.ndf Referenced Standard and Year (of Standard) Standard ASTM E 1592 FM 4471 Equivalence of Product Standards Certified By Sections from the Code o©- FILE COPY 992 ►qi� (Dz4'2k/-)j Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Summary of Products FL # model, Number or Name Description 17700.1 Low Rib X Roof Panel 26 Ga. Low Rib X Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17700 R2 II 26 Ga. Low Rib X Roof Panel secured odf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +52.1 psf/-135.3psf Evaluation Reports Other: +52.1 psf @ 5'-0" O.C. -49.5 psf @ T-0" o.c. -135.3 FL17700 R2 AE 26 Ga Low Rib X Roof Panel secured odf Created by Independent Third Party: Yes psf @ 2'-0" o.c. Install per manufacturer's details. Not for use in HVHZ Zones. 17700.2 Sturdi-Rib X Roof Panel 29 Ga. Sturdi-Rib X Roof Panel over lx4 Wood Purlins Limits of Use Installation Instructions Approved for use in HVHZ: No FL17700 R2 17 29 Ga. Sturdi-Rib X over 1x4 Eval odf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116.OPSF Evaluation Reports Other: -78.5 psf @ 24" o.c. -116.0 psf @ 12" O.C. Install per manufacturer's details. Not for us in HVHZ Zones. FL17700 R2 AE 29 Ga. Sturdi-Rib X over 1x4 Eval odf Created by Independent Third Party: Yes 17700.3 Super Seam II Roof Panel 24 Ga. Super Seam II Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17700 R2 II 24 Ga Super Seam II Roof Panel eval odf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-46.9 Evaluation Reports Other: -18.2 psf @ T-O" o.c. -46.9 psf @ V-0" o.c. Install FL17700 R2 AE 24 Ga Super Seam II Roof Panel e I odF per manufacturer's details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 17700.4 Super Seam -Plus Roof Panel 24 Ga. Super Seam -Plus Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL37700 R2 Ii 24 Ga Super Seam Plus Roof Panel eval.pOf Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-160.OPSF Evaluation Reports Other: Table A: -30.0 psf @ T-0" o.c. -85.0 psf @ V-0" o.c. FL17700 R2 AE 24 Ga. Super Seam Plus Roof Panel Table B: -48.3 psf @ 5-0" o.c. -160.0 psf @ V-0" o.c. Install ve al.odf per manufacturer's details. Not for use in HVHZ Zones. Created by Independent Third Parry: Yes 17700.5 Super Span X Roof Panel 26 Ga. Super Span X Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17700 R2 II 26 Ga Super Span X Roof Panel a al odf Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Parry: Yes Design Pressure: +52.1 psf/-135.3psf Evaluation Reports Other: +52.1 psf @ V-0" O.C. -46.9 psf @ T-0" -135.3 psf @ 2'-0" o.c. Install per manufacturer's details. Not for use in FL17700 R2 AE 26 Ga Super Span X Roof Panel eval df Created by Independent Third Party: Yes HVHZ Zones. 17700.E Weather Lok Roof Panel 24 Ga. Weather Lok Roof Panel over open framning Limits of Use Installation Instructions Approved for use in HVHZ: No EL17700 R2 11 24 Ga Weather Lok - Roof Panel odf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-109.3PSF Evaluation Reports Other: Triple Lock: -46.9 psf @ F-O" o.c. -96.3 psf @ 2'-0" FL17700 R2 AE 24 Ga. Weather Lok - Roof Panel odf Created by Independent Third Party: Yes o.c. Quad Lock: -57.3 psf @ T-0" O.C. -109.3 psf @ T-O" o.c. Install per manufacturer's details. Not for use in HVHZ Zones. WOR Contact us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-482-1824 The State Of Florida is an AA/EEO employer. Cc .... ht 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 mall m 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 455.225(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address if they have one. The annals provided may he 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 addracs which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product yy�-Approval Acceptla ®11'C.J L_ERM Credit Card Safe °ss 4 N r - Nf r 1 1 r 1 roG�� Seerrch !I BCIS Hame In Loq 'User Registratlan j Nrge tets Not Tppia Submit SurchaSa Facts Publirations � Contact Us -' BQS Site Map Links search dbpr e d/�pv��:���� `�'�/ PfedYCi Approval USER: Public User Product Aoomval Menu > Pmdutt or Amrcatan Search > APPIcaoon List > Application Detail FL # FL12873-R3 Application Type Revision Cade Version 2017 Application Status Approved Comments Archived Product Manufacturer Diamond Door Products Address/Phone/Email 52294 Highway 290 West Hempstead, TX 77445 (979)826-0238 rmuller@diamanddoorproducts.com Authorized Signature Robert Muller rmuller@diamonddourpmducts.com Technical Representative Robert Muller Address/Phone/Email 52294 Hwy 290 West Hempstead, TX 77445 (979)826-0238 muller@diamanddoorpm(Jucts.com Quality Assurance Representative �„•• Address/Phone/Email r } # gory �Cxk�t.i .is ^;sl ;y r i.� w �a:'..."r..r '. v .w11• Cate a iltC rrr;��y lt, 1 n, j. '.Extenor Dodrs-� v. > a G'= Subcategory'Swinging Exterior Door Assemblies 1. n ti" Compliance Method Test Report Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Intertek - Plana (ATI) Architectural Testing, Inc., an Intertek Company 12/31/2 l. Elizabgth A, Broadway, P.E. _a 0 Validation Checklist - Hardcopy Received FU2873 R3 COI COI - Diamond Dcorodf Standard Year ASTM E 1886 2005 ASTM E 1996 2012 Method 1 Option B O8/04/2016 Dour I R �5 ozzc�