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Home My WebLink AboutProduct Approval; Sectional Exterior Door Assembliestsuib home Log in User Kegistration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us @1112roduct Approval USER: Public User Product Approval Menu > Application 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 FL8248-R19 Revision 2017 Approved 04/10/2020 v. date reapply04/13/20 ,;Wayne-Daftom a diu>!son of Querhead Door C*c 3395 Addison Drive Pensacola, FL 32514 (330) 763-8121 dkornish@wayne-dalton.com Florida Engineer or Architect NIMIti�(� de eloped the Evaluation Report GOO Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Dwayne Kornish dkornish@wayne-dalton.com Junfeng Qian 2501 S TX-121 BUS Lewisville, TX 75067 ( 66 549-7100 junfeng_gian@overheaddoor.com Tony Rebitch 3395 Addison Dr Pensacola, FL 32514 j850)_ 475-6155 anthony_rebitch@overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Ai Professional Engineer Evaluation Report - Hardcopy Received John E. Scates C®titract®r PE-51737 Intertek Testincjilf NO, GIn?j Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received S,. N'N.9{n{lv.#Gl�.i�ilr .GiCI: 7 �r C• .�T 4-�t z; r li rl •i('%a i:l*••� i Gi 7 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved SummarTof'Products Go to Page; 40 FL8248 B19_COi_ er of_Ind_ ca e 2020_ FL8248 R19 COI ValidatorCert of IndAay_r Standard ANSI/DASMA-108 ANSI/DASMA-108 ANSI/DASMA-108 ANSI/DASMA-115 ANSI/DASMA-115 ANSI/DASMA-115 TAS-201 TAS-202 TAS-203 Method 1 Option D 04/09/2020 04/14/2020 04/16/2020 06/02/2020 FL # 111. Nlodel, lNumtier or:Name: Descr�pt�on .: j�8248.1 I8000/8100/8200 #1100 119' Max width. 14' Max height. Glazi I _ ! intermediate section. _ i Limits of Use J _ u i Installation Instructions Approved for use in HVHZ: No ; FL8248 R19 II 1100-329468-P7 Approved for use outside HVHZ: Yes FL8248_R19 II 363342-PO1 WD J Impact Resistant: Yes Sunplement_sFL.pdt Design Pressure: +15.9/-18.2 FL8248—R19_ _ rackSupplement( Other: i Verified By: John E. Scates FL PE Created by Independent Third Part Evaluation Reports ( FL8248 R19 AE Eval_Rept_8000_ J j Created by Independent Third Part 8248.2 8000/8100/8200 #1104 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46/-52 9' Max width. 14' Max height. Glazi intermediate section. Installation Instructions FL 8248_R19_j1 1104-327013-P8_ FL8248_R19 II 363342-P01 WD J Suppiement_sF .pdf F1.8248_R 9_jj_T ac S pplerrlent( ilit(sS:l:l'J4'd l':.itC !^ci UiittillG �C977:i Gf at. G. F:.r't:nl :; T'= .L ..F ?25 .•C;; i 1r q�ai i+= {rt Vapv'Itf. A 3d ii117!7O1 1)2'i7 q}f. o'i Other: Verified By: John E. Scates FL PE I j ; Created by Independent Third Para Evaluation Reports FL8248 R19 AE Eval Rept 8000_ Created by Independent Third Part 8248.3 ^—,8000/8100/8200 #1105 9' Max width. 14' Max height. Glazi intermediate section. _ 1 Limits of, Use Y ; Installation Instructions Approved for use in HVHZ: No FL8248 R19_II_1105-362403-P1_ Approved for use outside HVHZ: Yes FL8248_R19 11 363342-POI WD J Impact Resistant: Yes Suppleme _sFL.p iff Design Pressure: +31.00/-35.00 FL8248 R19 11 TrackSuaaLement( Other: Impact Glazing is available. These Doors are not Verified By: John E. Scates FL PE I t intended for use in the High Velocity Hurricane Zone HVHZ. I Created by Independent Third Part j Evaluation Reports LF 824$_RI9__LE_Eva _Rept_8000_ Created by Independent Third Part ! 8248.4 8000/8100/8200 #1106 9' Max width. 14' Max height. Glazi intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No ELS248 R19 i1 i106-364231-21_ Approved for use outside HVHZ: Yes FL8248_R19_II 363342-POI WD J Supple e _sFLpdf Impact Resistant: No Design "Pressure: +22.9/-26.3 L8F 248 R19 II TrackSupp e ent( Verified By: John E. Scates 51737 fiOther: Glazing is not impact resistant and does not meet the 1 requirements for wind-borne debris regions. Created by Independent Third Part SEvaluation i Reports FL8248_RI99 A_Eval Rept 8000_ Created by Independent Third Part 18248.5 18000/8100/8200 #1107 ' 9' Max width. 14' Max height. Glazi intermediate section. Limits s of Use Installation Instructions i Approved for use in HVHZ: No FL8 48 R19_�1107-364232-P1_ Approved for use outside HVHZ: Yes I I FL8248 R19 II 363342-P01 WD J Supplement sFL•pdf Impact Resistant: Yes Design Pressure: +26.9/-30.8 FL8248 R19_1_Tr3ckSupp eme t( Other: Impact Glazing is available. These Doors are not Verified By: John E. Scates 51737 intended for use in the High Velocity Hurricane Zone HVHZ. Created by Independent Third Part i Evaluation Reports FL8248_R19 Af_Eyal Rept_8000_ 8248.6 8000/8100/8200 #1108 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37.00/-41.00 Other: Impact Glazing is available. These Doors are not intended for use in the High Velocity Hurricane Zone HVHZ Created by Independent Third Part 9' Max width. 14' Max height. Glazi intermediate section. Installation Instructions LF 8248_R19_Ii 1108-364233-P1_ FL8248 R1 II_363342-P01 WD J Sup em n _sFL..pd FL8248_R19 II_ T rackSupplement( Verified By: John E. Scates 51737 Created by Independent Third Part Evaluation Reports FL8248 R19 AE_Eval Rept 8000_ Created by Independent Third Part 8248.7 1 8000/8100/8200 #1120 16' Max width. 14' Max height. Gla: 1 intermediate section. ntt};5:,,":V.J've Pioridabuiidinc.ot 1prip(2 �!; , '� C :%, .•,r;, ;, ..z r�� oa 4 K',_. .;,7 y7:1,2i .time ,/e'r<1';.i_�i•.1t'v� �:„r. 3J. SCI 1:ci�, L7 r7:1;+i Page S rif 7 Limits of Use }Installation Instructions Approved for use in HVHZ: No f FL824 _R19 II_1120-327014-P8_ Approved for use outside HVHZ: Yes !� FL8248 R19_II_363342-POI WD J Impact Resistant: No i -apple en _sF� pdf Design Pressure: +12.40/-13.80 ? FL8248_ 11199_1_T ac Sup le en Other: Glazing is not impact resistant and does not meet the I Verified By: John E. Scates FL PE E requirements for wind-borne debris regions. ? Created by Independent Third Part (Evaluation Reports ! FL8248 R19_AE Eval Reot_8000_ Created by Independent Third Part t 4 �6000/8100/8200 #1121 16' Max width. 14' Max height. Gla: �82 intermediate section. — — — Limits of Use + Installation Instructions Approved for use in HVHZ: No FL8248_R19 II 1121-327015-P7_ Approved for use outside HVHZ: Yes FL8248 R1 _I363342-POI WD J Impact Resistant: No )Supolement sFL.pdf Design. Pressure: +15.30/-17.00 FL8248 R19 II TrackSuppiement( i Other: Glazing is not impact resistant and does not meet the Verified By: John E. Scates FLORIC requirements for wind-borne debris regions. Created by Independent Third Part l Evaluation Reports FL8248 R 19 AEEva _Rept_8000_ Created by Independent Third Part 8248.9 i 8000/8100/8200 #1122 116' Max width. 14' Max height. Gla: 1 intermediate section. 1 Limits of Use `Installation Instructions Approved for use in HVHZ: No FL8248 R19 II 1122-327016-P8_ Approved for use outside HVHZ: Yes F 8 48 199_II 363342-P01 WD J Impact Resistant: Yes Ski, ppleme _sFL.pdf Design Pressure: +23.00/-25.00 FL8248 _R19_II_TrackSupplement( Other: Impact Glazing is available. These Doors are not Verified By: John E. Scates FL PE E intended for use in the High Velocity Hurricane Zone HVHZ. Created by Independent Third Part f Evaluation Reports FLS 8_RI9_P E_ val_Rep _8000_ Created by Independent Third Part 18248.10 j 8000/8100/8200 #1123 116' Max width. 14' Max height. Gla: b intermediate section. a Limits of Use — -" Installation Instructions Approved for use in HVHZ: No ; FL8248_R19 II 1123-327017-P7_ Approved for use outside HVHZ: Yes FL8248_R19_II_363342-P01 WD J i Imoact Resistant: Yes Su[m[ement s-FI pdf Design Pressure: +30.00/-33.50 Other: j FL8248_R1 _II TrackSupplement( Verified By: John E. Scates FL PE `_ Created by Independent Third Part ;Evaluation Reports FL8248_R19_AE_ va _RRept_8000_ Created by Independent Third Part 8248.11 8000/8100/8200 #1124 16' Max width. 14' Max height. Gla: I intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/-38.30 Other: Installation Instructions L8248_R19_Ui 1124-327018-P7_ FL8248_g19_II_363342-P01 WD J Sup leP ment sFL.pdf FL 48 2�19_�Trac---piement( Verified By: John E Scates 51737 Created by Independent Third Part hsr,��/'vl,gnu,F`oridabt.Jiding.orgipr1pr.app d" ='!"'GE ... , :.b9GhXFiyVVti�a6n �H"'OS, J C-" Iv a.R',lrE INA)0''sHk,, d,'31• I ct" !Evaluation Reports F 8 48 R1 8E_EvaR�-t_8000 Created by Independent Third Pari } 8248.12 18000/8100/8200 #1125 16' Max width. 14' Max height. Gla; intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R19 II 1125-327019-P7 Approved for use outside HVHZ: Yes FL 24 _R19 iI 363342-P01 WD J Impact Resistant: Yes l Suppie , e pdf Design Pressure: +46.00/-52.00 _sFs 1 FL8 48_R19 I,I TrackSupplement( Other: i Verified By: John E. Scates FL PE E 9 ( Created by Independent Third Part Evaluation Reports ij FL8248_R19_LE_Eva pt_ 000_ Created by Independent Third Part 13 8000/8100/8200 #1126 16 Max width. 14 Max height. Gla; s intermediate section. _ _ _ Limits of Use V Installation Instructions i Approved for use in HVHZ: No EFL 248 RR1-_II_1126-364264-P1_ Approved for use outside HVHZ: Yes FL8 II 363342-POI WD J l Impact Resistant: Yes _R19 j Sup-plement_sFL pd_f Design Pressure: +26.00/-29.00 I FL 8_R9_ZI_TrackSupplementt Other: Impact Glazing is available. These Doors are not Verified By: John E Scates 51737 !intended for use in the High Velocity Hurricane Zone HVHZ 1 Created by Independent Third Part Evaluation Reports i FL824E_R19 AE Eval Re 8000 Created by Independent Third Part 18248.14 8000/8100/8200 #1128 116'2 Max width. 14' Max height. GIi intermediate section. i Limits of Use �^ Installation Instructions j Approved for use in HVHZ: No LF 8248_R_19_II_1128-365183-P0_ i Approved for use outside HVHZ: Yes F 8 4 1919_II 363342-PO1 WD J 1 Impact Resistant: Yes _ ?Supplement_sFL.pdf Design Pressure: +46/-52 FL8248_R19 II Track5u}2p1ement( i Other:' ( Verified By: John E. Scates FL PE E l Created by Independent Third Part I Evaluation Reports FL8248_RJ9 E_Eval_ept_8000_ j Created by Independent Third Part r824W IS i8000/8100/8200 #1140 18' Max width. 14' Max height. Gla; intermediate section. !Limits of Use }Installat"on I st Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. n ru ions FL8248_R19 II 1140-32 7020-P7_ FL8248 R19 II 363342-P01 WD J Supplement sFL.pcff FL8248_ 199_1I TrackSupplement( Verified By: John E. Scates FL PE E Created by Independent Third Part Evaluation Reports FL8248_R 19_AE_ val_Rept_8000 Created by Independent Third Part 8248.16 i 8000/8100/8200 #1141 18' Max width. 14' Max height. Gla; [intermediate section. Limits of Use Installation Instructions htt•s:Jr:�.�anror.vr�ci3f�ui�din.^.,.a� Apr' =4 i�s;�;1?;�:;<.�r,.:- v' �,.�. �+�.. �,�''ar(_ .;srr<,V�.� ,�f-r �:��.iR'.;._ P'r+�1- Ji+;.�%'rJ��;'s� 'raj/.`� ,� ,�71��f�� Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Glazing is not impact resistant and does not meet the .requirements for wind=borne debris regions. 8248.17 8000/8100/8200 #1144 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: 8248.18 8000/8100/8200 #1145 Limits_'of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.30/-29.30 Other: Impact Glazing is available. These Doors are not intended for use in the High Velocity Hurricane Zone HVHZ 8248.19 8000/8100/8200 #1147 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.4/-38.3 Other: FL8248_R19_U 1.141-327021-27 FL8248 R119_ 1363342-POI WD J Supplement sFL.pc1f FL8248 R19 II TrackSupplement( Verified By: John E. Scates FL PE E Created by Independent Third Part Evaluation Reports FL8248 R19 AE Eval Rept 8000 Created by Independent Third Part 118' Max width. 8' Max height. Glazi intermediate section. Installation Instructions s FL8248 R19 II 1144-327024-P6 j FL8248 R19 11_312957 P6 8000-i FL8248 R19_II_363342-P01 WD J Supplement_sFL.pdf f FL8248 R19 IF TrackSupplement( I Verified By: John E. Scates FL PE E Created by Independent Third Part Evaluation Reports FL8248_R 19_AE_Eval_Re pt_8000_ Created by Independent Third Part 18' Max width. 14' Max height. Gla: intermediate section. Installation Instructions FL8248 ,R19_II 1145 364240-P2_ FL8248_R1 _IL363342-PO1 WD J Sup-plernent sFl.p-df FL8248 R19_I_TrackSupplement( Verified By: John E. Scates FL PE Created by Independent Third Part Evaluation Reports FL8248_R1 _AE Eval Rept_8000_ Created by Independent Third Part 18' Max width. 14' Max height. Gla: intermediate section. Installation Instructions FL8 48_Rl9_1_1147-365187-PO_ FL8248 R19 I1 363342-POI WD J Supplement sFpdf FL8 48_Rie_'I_Trac Su _element( Verified By: John E. Scates FL PE Created by Independent Third Part Evaluation Reports FL8248 (Z 9_aE_v�t_Rept_8000_ Created by Independent Third Part 18248.20 18000/8100/8200 # 1148 18'2 Max width. 14' Max height. GI; intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46/-52 Other: Installation Instructions FL8248 RI _II_1148-365184-PO_ FL 48_319_II_363342-P01 WD J Supplement sFL.pdf FL8 8_9_19_TI Trac Supplement( Verified By: John E. Scates FL PE E Created by Independent Third Part Evaluation Reports ii?fi5.'/%'rl�N,,N,1'�n;'l�d Ji.lit tf q.00C3 G t aii.<Sur;? a`$^^ ,'t:y'.-... ,^.^t.•�`�i ::riFV`Ri (;::-;.Gt':;`fiC r?' ,'y. in,, i.., f (-? '�t `•' .y ^' �,`�i' i J)?vi ^ Pi% P i � ;/c..,R.r if'.'F.� rtr Sdtt i?f,��..w.f'if,".o..,, i:J1 . a, 'I� 1% pwj ei r: 7 FL8248 R19_�,E val_Rept_8000_ Created by Independent Third Part Go to. Page. � ��------- — -- - Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: $50-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibilitt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a I electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provi, address if they have one. The emails provided may be used for official communication with the licensee. However email ac not wish to supply a personal address, please provide the Department with an email address which can be made availabl are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 01 ReR=011Eg0 Credit Card Safe INMEM ti '? :�', ' �,� a! l� _.- ., 9, `•"F's .r c t ,!R'..r rl ��.• ,. 1.fi,�. a7 'PIN' 1. NON IMPACT GLAZING OPTIONS: A. 16 X 9.75 CLEAR OPENING INSTALLED TOP OR INTERMEDIATE SECTION. 13 GA HORIZ ANGLE B. 38.75 X 9.75 CLEAR OPENING INSTALLED IN TOP SECTION ONLY. GLAZING SSB (0.OS0•) MINIMUM. MAY INCLUDE DECORATIVE INSERTS 13 GA FLAG ANGLE NOT AVAILABLE IN MORE THAN ONE SECTION. DOES NOT SATISFY NANDBORNE-DEBRIS. 18 GA MIN HORIZ -� 2. IMPACT GLAZING OPTION: TRACK 16.75 X 9.75 CLEAR OPENING 5/160-5/87� GLAZING 1/C GROOVED POLYCARBONATE ALUMINUM LAG SCREW (MIN 3 FRAMES WITH 10 SCREWS MAY INCLUDE DECORATIVE AS SHOWN) INSER7S'INSTALLED IN TOP OR INTERMEDIATE SECTION. (4) 1/4-20x9/16' LARD_ NOT AVAILABLE IN MORE THAN ONE SECTION. HEAD TRACK BOLTS OR SEE ASSEMBLY DETAIL ON SHEET 2. 1/4-20 SKIDS WITH 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM 1/4--20 HEX NUTS OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF 16 GA MIN VERT PANELS MINIMUM 7/16' TO MEET NEGATIVE TRACK PRESSURES. 1/4-20xg/18' TRACK --- 4. KEY LACK, SLIDE LOGOS, OR OPERATOR REQUIRED. BOLT AND 1/4-20 HEX 5. LOUVER OPTION - .03r MINIMUM LOUVERS IN NUT AT EACH JB-US JAMB BRACKETLOCAMON MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) Px1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT 00 NOT 5/180-5/8'LAG AND MELT THE REQUIREMENTS SCREW EACH FOR WIND-BORNE DEBRIS REGIONS. JAMB BRACKET 6. SECTION STEEL TO HAVE A MINIMUM 25 GA THICKNESS. 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR 15 GA STIFFENED STRUCTURE AND IN ACCORDANCE WITH CURRENT JAMB BRACKETS BUILDING CODES FOR THE LOADS LISTED ON THIS SEE sCHE1DULE FOR DRAWING. QUANITY. LOCATION, AND TYPE & DOOR JAMB TO BE MINIMUM r X V. GRADE 2 SOUTHERN PINE REFER TO JAMB CONNECTION KEY LOCK OR SLIDE LOCK SUPPLDJIENT FOR ATTACHMENT TO SIJPPOR71NG EACH END (NOT REQUIRED STRUCTURE WITH OPERATOR - SEE ' NOTE 3). SLIDE LOCK 9. POLL LOW HEM ROOM LIFT CONDITIONS. TOP SHOWN FOR CLARITY BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8• SELF DRILLING NOTE (4) SECTION SOLID DOOR CTIMP117E SCREWS IN LIEU OF THE BRACKET SHOWN SHOWN. SEE SHEET 2 FOR U-BAR ON THIS DRAWING. U-BAR ON TOP SECTION SHALL LOCATIONS ON DOORS WITH 07HER BE INSTALLED ON TOP OF LHR TOP BRACKETS. SECTION QUANTITIES AND SEE NOTE 1 THIS SHEET FOR GLAZING OPTIONS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE BOOR WIDTH DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) 10'-0' ALL +115.0 -125.0 1r-o ALL +138.0/-150.0 14' ALL +161.0 -175.0 15'-0' ALL +172.5/--187.5 ALL +184.0/ 200.0 �eNa�rF7� /��i� No.51737 t �� STATE OF 1 ALL I �jo�` �•: C(OR1�P,: 0�?�� Digitally signed by John E. Scates P.E. Date: 2019.02.181'1:2151-06'00' 258E PRORMSONAL EMMME R'S SEAL PROVOM ONLY FOR VFAICATION OF MROLDMI CONSIMMON DEfAM LE1M FL F TX 1 c16 GA END STILE PL DOOR 20 GA BITER STILE—� I - I PI MODIFIED NOTES TO A\ M�fC TILT INI\CDC + GRT 8/29/07 r P2 MODIFIED JAMB (DIMENSION TO NOTES SHEET 1. GRT 11/10/67 1 utzmbt mumum lu TTIIE BLOM -- C I L CRT 9/19/08 B o EET m • P4 UPDATED TITLE BLOCK CRT 4AI3112 EET P5 ADDED NON -IMPACT GLAZING NOTE 1. • ESC 11/8/16 P6 UPDATED TITLE BLOCK ESC 10/3/17 d P7 UPDATED TITLE m BLOCK, REV PER ER 31052 m • o ESC 9/25/18 m P8 UPDATED NOTES ADDED LHR DETAIL ER. 31052 Esc 2/12/19 D JAMB BRACKET SCHEDULE DOOR - NO OF - OF JAMB 8 ACJKE7S (EACH JAMB) TRACK TYPOF LOCATION OF CENTERLINE OF JAMB BRACKETS MEASURED FROM BOTTOM TRACK (ALL DIMENSIONS t 2' 4 QI 4 a , 34 JB-US , 44 (CH), 58 JB-US4 4 FAT 0' (JB-US). 25-3/4 (JB-US), 39' (JB-US), 57-1/4' (JB-US) 5 a JB-Us ; 14' (a , 29-1 2 J8-US , 44' 01 , 63-1 4' JB-US 5 FAT (JB-US), 10' JB-US), 29-3/4 JB-US), 4r (JB-US), 83-1/4' JBB R a JB-US . 14' a . ze-1 2 JB-US . 43a . 62-1 2 a . 72' (JB-USS 8 FAT (JB-US), 1 (JB-US), 2B-3/4 �-US), 45 (JB-US), BY (JB-US), 74-1/2' (JB-US) 5 8aJB-US ,14C , 34' J8-US , 4W' QI . 58' JB-US , 66-1 r QI5 6 FAT ' (JB-US), 10' (JB-US), 29-3/47 (JB-US), 48' JB-US), 57-1/2' JB-US), 77-1 r (JB-US g' SEE NOTE BELOW I MM16' DOOR SHOWN. SEE SHEET 2 FOR HINGE AND STILE LOCAnoNs ON OTHER SIZE ODORS. IS) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16• TRACK BOLT AND NUT. OLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. OORS GREATER THAN V IN HE C HT REQUITE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS I E SCATES. PE I KING ARTHUR BLVD 0124-54 SVILIE, TX 75056 E 51737 'E 56308/F2203 Wayne DESIGN (PSF): +23.00/-25.00 MAX WIDTH: 16'-0• I (P�. +34.50/-37.50 MAX HEIGHT: 14'-0- DF IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21• CE D a to n „ GARAGE DOORS DIVISION OF OVMEAO DOOR COR 3395 ADDISON DRIVE PENSACOIA, FLORIDA 32514 (850) 474-9890 MODELS 8000/8100/8200 WINDLOAD SPECIFICATION OPTION CODE 1122 N.T.S. SIZE: A DATE NAME 1 1 5/113/05 CRT ED 1/22/07 MRB SHEET 1 OF 2 DRAWING PART NO. REV. 327016 P8 16' REVISIONS IIFIED NOTES (RACKET WATH 5/18-18 BOLT do NUT H CENTER SLOT AND 1/4-204/16- RACK BOLT h 1/4-20 HEX NUT HROUGH ANY TWO ALIGNING ROI_FS- 2 GA COMMERCIAL 'A' FRAME - OP BRACKET ATTACHED WITH �WNG 1CBMP71TE� DO (2) 1/4-14x7/9' ELF DRILLING CRIMPTITE SCREWS NSDE OF EACH END HIM DETAIL A - NYLON STORMGARD ROLLER `7HH 4-1/2' STEM EACH OLIFR LOCATION. OP110NAL- Q I BALL BEARING NYLON DLLER. 7/18' PUSHNUT AT ACH ROLLER LOCATION. (4' MAX BETWEEN PUSHNLIT RD BRACKET OR HINGE I HINGE IS 14 GA 2 HINGE IS 13 GA DETAIL B 1 HINGE (AND ALL ROVE) ARE 13 GA DE BODY END HINGE LEACHED WITH (4) 4-1435/8' SELF APPING SCREWS O I CA MARROW BODY , ITERMEDIATE HINGE TTACHED WITH (4) (+-14x5/8- SELF TIPPING SCREWS F GA BOTTOM BRACKET rFACHED WITH (4) F4-14x7/8' SELF DRILLING IIMP70E SCREWS (2) OF RICH IS THROUGH STRUT AND VD (1) 1/4-14x5/8' SELF i1WNG RED SCREW DETAIL D V INTERIOR FRAME •SHEETMETAL SCREW EXTERIOR1/4' POLYCARBONATE FRAME IMPACT WANDOW / ALUMINUM FRAME WILH GROOVED POLYCARBONATE DETAIL E • No.51737 `1 -61, STATE OF ; A-ZZ Ili;, %N' ; PROMMONAL OW NEEIn SM PROVDED ONLY FM VERIFICJ1110N OF WHXGAD CMISRNCIION DETM& 17 �I-I I -I I -I I-I� I�-li K A il-I• 11 (8) SECTION DOORS WITH (12) 3' 20 GA 80 KSI U-BARS LOCATED AS SHOWN (7) SECTION DOORS WITH (11) 3' 20 GA 80 KSI U-BARS LOCATED AS SHOWN (6) SECTION DOORS WITH (9) 3' 20 GA 80 KS U-BARS LOCATED AS SHOWN (5) SECTION DOORS V47H (8) 3' 20 GA 80 KSI U-BARS LOCATED AS SHOWN V V V 12' 0 DOORS WITH (6) 3' 20 GA 80 KSI U-BARS I LOCATED AS SHOWN G v i I i -777----, ZaCmom KIr_i_, IKnI r I�p)I _IC=vm 1) Tio.,-Timic-'! iax m m, - a�a —� 13 GA ADJUSTABLE TOP FIXTURE PLACE 3' U-BAR OVER LOW HEADROOM BRACKET ATTACH THRU END STILE A7 EACH END WITH(2) K=vll' 1/4-14x7,W SELF DRILLING CRIMP7I,E SCREWS. HEADROOM TRAGIC WayneLOW DETAIL F ®Dalton. JOHN E SCALES, PE GARAGE DOORS 2560 KING AR7HUR BLVD 0124-54 LEWISVILLE, TX 75056 DIVISION OF O%MEAD DOOR COF FL PE 51737 1A 3395 ADDISON DROVE PENSACOLA, FLORIDA 32514 TX PE 56308/F2203 18501 474-MM ATTACH U-BAR WLTH (2) 1/4-14x7/8' SELF DRILLING CiIMPTITE SCREWS AT EACH STILE LOCATION. TYP. PRESSURE RATINGS I APPROVED SIZES (SCALE: N.T.S. TEST (PSF): +34.50/-37.50 IMAX HEIGHT: 14'-0 IMPACT/CYCLIC RATED (YES/NO): YES IMAX SEC-11-ON HEIGHT: MODELS 8000/8100/8200 WINDLOAD SPECIFICATION OP11ON CODE 1122 8/29/07 QI WITH JB-US. LED MAX GLAZING ENSION 70 NOTES ET 1. ADDED TRACK FLAG CONNECTION IE r 11/10/07 MODIFIED LOUVER ION. ADDED TEXAS DISE NUMBER TO UPDATED 7111.E BLOCK 4/18/12 ADDED NON -IMPACT ZING NOTE 1. 111/8/16 UPDATED TITLE BLOCK 10/3/17 UPDATED 7171E iCK, REV PER NOTES ETAIL ER 2/12/19 L 5/18/06 GRT ED 1/22/07 MRB SHEET 2 OF 2 DRAWING PART NO. I REV. 327016 1 P8