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Home My WebLink AboutProduct Approval q- E�°'+St �l� RY 1`��.dtC � � fl•ry'�'�Q�F+KI. N�.�"�..w a �.� ,..�,,� ,t�rTMd g y�� `�� s., ,�.,. t � a SS_� � BCIS Home Log In User Registration j Hot[Io�ic✓ YbiT:i1AurcRarge Stats&Facts I Publications FaC Staff BCIS Site Map ( Unks Search Fonda ,. izzProduct Approval 'USER:Public User c,a` Product Aooroval Menu>Product or Application Search>AAoplicatlon List>Application Detail p{i3iI �;r FL# FL8248-1112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 (850)474-9490 Mark—Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :.; Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Mark A. Sawicki the Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey P.Ameson, P.E. ?; Validation Checklist- Hardcopy Received Certificate of Independence FL8248 R12 COI COI Cert of Ind Scates 2014 WD s.pdf FL8248 R12 COI Mark Sawicki Ind cert.pdf FL8248 R12 COI Validator Cert of Ind Wayne Dalton.pddf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA-108 2002 ANSI/DASMA-115 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2015 Date Validated 03/27/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 8248.1 8000/8100 #1101 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No F 8L 248SR 2 II 1101 327010 P4.12df Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: NoLF 8248_R12 II WD3ambSupp1ementP16 s.pdf Design Pressure: +22.90/-26.30 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.2 8000/8100 #1102 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1102 327011 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 II WDJambSupplementP16 s.pdf Design Pressure: +26.90/-30.80 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248_R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.3 8000/8100#1103 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Fl,8248 R12 II 1103 327012 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 II WD3ambSupp1ementP16 s.odf Design Pressure: +35.70/-41.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pd Created by Independent Third Party: No 8248.4 8000/8100 #1104 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: NoLF 8248 R12 II 1104 327013 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart PIO.pdf Impact Resistant:Yes FL8248 R12 I WDJambSujplementP16 s.odf Design Pressure: +46.00/-52.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.odf Created by Independent Third Party: No 8248.5 8000/8100 #1121 16' Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of Use u Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1121 327015 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 11 WDJambSupplementP16 s.pdf Design Pressure: +15.30/-17.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.12df Created by Independent Third Party: No 8248.6 8000/8100#1122 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1122 327016 P4.12df Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No F 8L 248SR 2 II WDJambSupplementPl6 s.pdf Design Pressure: +23.00/-25.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.7 8000/8100 #1123 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No8FL 248 R12 II 1123 327017 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart PIO.pdf Impact Resistant:Yes FL8248 R12 II WDJambSupplementP16 spd Design Pressure: +30.00/-33.50 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.8 8000/8100 #1124 16' Max width. 14' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1124 327018 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.12df Impact Resistant:YesLF 8248 R12 II WDJambSupplementP16 s.pdf Design Pressure: +34.40/-38.30 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.9 8000/8100#1125 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1125 327019 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL8248 R12 II WDJambSupplementP16 s.pdf Design Pressure: +46.00/-52.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.10 8000/8100#1141 18' Max width. 14' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1141 327021 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12_II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 II WDJambSupplementP16 s.pdf Design Pressure: +18.50/-20.70 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.11 8000/8100 #1142 18' Max width. 14' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: NoL8F 248 R12 II 1142 327022 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL8248 R12 II WDJambSupglementP16 s.odf Design Pressure: +34.40/-38.30 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FI-8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.12 8000/8100#1143 18' Max width. 8' Max height. Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: NoLF 8248_R12 II 1143 327023 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II 312957 P6 8000-8024-8100-8124 Post.pd� Impact Resistant:Yes FL8248 R12 II WDJambSulementP16 s. df Design Pressure: +34.40/-38.30 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.13 8000/8100 #1144 18' Max width.8' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1144 327024 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II 312957 P6 8000-8024-8100-8124 Post.2df Impact Resistant:Yes FL8248 R12 II WDJambSulementP16 j.-pdf Design Pressure: +46.00/-52.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.14 8000/8100/8200#1100 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1100 329468 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12Ij Track Supplement Chart P10.odf Impact Resistant: No FL8248 R12 II WDJambSupplementPl6 s.odf Design Pressure: +15.90/-18.20 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.15 8000/8100/8200#1120 16' Max width. 14'Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1120 327014 P4.pdf Approved for use outside HVHZ:YesLF 8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248_1112 IIII WDJambSulementP16 s.pdf Design Pressure: +12.40/-13.80 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.12df Created by Independent Third Party: No 8248.16 8000/8100/8200#1140 18' Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1140 327020 P4.odf Approved for use outside HVHZ:Yes FL8248 R12 II Track SuD_plement Chart P10.1df Impact Resistant: No FL8248 R12 II WD3ambSupp-lementPl6 s.pdf Design Pressure: +12.40/-13.80 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC evai 032315s.pdf Created by Independent Third Party: No BacSc 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. ::Prina 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 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 emaits 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 dick here. Product Approval Accepts: ECR M Credit Card Safe HDIEML 1 i RESISTANT GLAZING OPTION-IMPACT 13 GA ROLLER SJDE ATTACHED TO REVISIONS 13 DA HORIZ ANGLE BRACKET WITH 5/16-18 BOLT&NUT P7 MODIFIED NOTES TO RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN CENTER SLOT AND 1/4-20x9/16' STATE THAT LOUVERS IN TOP OR INTERMEDIATE SECTION(WITH OR ARE NOT IMPACT TRACK BOLT&1/4-20 HEX NUT YATI10Ui DECORATIVE INSERTS).GLAZING SHALL 13 GA FUG ANGLE TLR(X16Y1 ANY TWO ALIGNING HOLES RESISTANT.INCREASED BE 1/4'POLYCARBONATE MAXIMUM GLAZING DESIGN PRESSURE TO DIMENSIONS SHALL BE 11'x 17'CUTOUT, 13 CA COMMERCIAL'A'FRAME +46.00/-5200 PSF. FASTENED WITH#8 X 1'SMS: 3X ALONO THE 16 CA MIN HORIZ 7 TOP BRACKET ATTACHED WITH 20 GA CENTER STILE rL DOOR GRT 6/29/07 HORIZONTAL ANIS 2X ALONG THE VERTICAL SEE TRACK L6)1/4-14x7/B'SELF DETAIL A ON SHEET 2 FOR ASSEMBLYBS. DDETARIWNC CRI PHTE P2 ADDED IMPACT 5/18x1-5/8' RESISTANT GLAZING. 2.NON-IMPACT REISTANT GLAZING OPTION- UG SCREW(MW 4 \ DED DETAIL A SHEET 2 .090'MINIMUM SSB GLAZING IN MOLDED FRAMES AS SHOWN) • FOR GLAZING.ADDED MAX SCREENED TOGETHER WITH A MINIMUM OF(10) ADO(2)1/4-14x7/8' ' ' GLAZING DIMENSION TO 08x1'SCREWS INSTALLED IN TOP OR (4)1/4-20x9/18'LARGE ADD 2RIWNC CRIMPTITE SCREWS 1 NOTES SHEET 1.ADDED NEi1D TRACK BOLTS OR \ m TRACK TO FUG INTERMEDIATE BECKON(WITH OR INTIiWT 1/4-20 STUDS WITH (INSIDE OF EACH END HINGE) 16 CA END STILE CONFECTION NOTE DECORATIVE INSERTS)MEETS UNIFORM STATIC 1/4-20 HEX NUTS 0 'm GRT 11/10/07 WIND PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF •m 10.59'AND A MAXIMUM LENGTH OF 16.94. 16 GA MIN VERT 2'NYLON WNDLOAD ROLLER P3 MODIFIED LOUVER TRACK WITH 4-1/2'STEMGL ZING IS NOT IMPACT RESISTANT AND DOES OPTION.ADDED TEXAS NOT MEET THE REQUIREMENTS FOR WIND-BORNE LICENSE NUMBER TO DEBRIS REGIONS. 1/4-20x9/16•TRACK TILE BLOCK. BOLT A1/4-20 HEX4 GRT 9/19/08 G 3.VINYL OR WOOD DOOR STOP NAILED A NUT AT EACH JB-US � MAXIMUM OF 6'O.C.MUST OVERLAP TDP AND JAMB BRACKET LOCATION P4 UPDATED TITLE BLOCK ER GUZING BOTH ENDS OF PANELS MINIMUM 7/16'TO MEET 14 GA WIDE BODY D GRT 4/16/12 EN NEGATIVE PRESSURES. 6/16x1-5/8' G 'HING UE ATTACHED WITH 4.KEY LOCK.SLIDE LOCK, OR OPERATOR SCREW AT EACH , •(4)1/4-14x5/8'SELF o REQUIRED. JAMB BRACKET4 TAPPING SCR 'a S.LOUVER OPTION-.040'MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF(10)08x1'SCREWS INSTALLED IN Q 4 THE BOTTOM SECTION.LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE 15 GA STIFFENED REGIONS.ENTS FOR WIND-BORNE DEBRIS JAMB BRACKETS 18 GA DI NARROW BOE ULE FOR Y SEE SCHELDe QUANTY.LOCATION. ATTACHED PATI(4) 6.BECKON STEEL TO HAVE A MINIMUM 28 GA AND TYPE ° 1/4-144/8 SELF o THICKNESS YAPPING SCREWS 'm KEY LOCK OR SLIDE 0 7.THE DESIGN L THE SUPPORTING STRUCTURAL LOCK ONE END(NOT I ELEMENTS SHALL BE THE FOR E BUIL OF TIff REWIRED WITH 14 OA BOTTOM BRACKET PROFESSIONAL I RECORD FOR EHE BUILDING T OPERATOR-SEE ATTACHED WITH 2 STRUCTURE AND IN ACCORDANCE WITH CURRENT () BUILDING CODES FOR THE LOADS LISTS)ON 7193 NOTE 4). SLIDE LOC( 1/4-14x7/6'SELF DRILLING DRAWING. SHOWN FOR CLARITY CRWPTITE SCREWS AND(1) .0 1/4-14xS/8'SELF DRILLING 8.DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL TAMPER RESISTANT SCR m GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING NOTE, (4)SECTION SOLID o STRUCTURE. DOOR SHOWN. SEE SHEET 'o OR U-BAR LOCATIONS B.FOR LOW HEAD ROOM LIFT CONDITIONS,TOP ON DOORS WITH EITHER BRACKET SHALL BE A 13 GA LHR 7//4 TOP SECTION QUANTITIES AND BRACKET WTH A MINIMUMSELF DRILLING CRIMPTITE CREWS OF 3 IN LIEU OF THE SHEET FOR GLAZING THIS BRACKET SHOWN ON THUS DRAWING.U-BAR ON OPTIONS. TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSURE OF JAMB LOCATION OF CENTMNL Of JAMB DOOR NO.OF BRAGS BRACKETS MEMRED FROM BOTTOM LOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS(UC JAMB) OF TRACK(ALL DIMENSIONS t 2) DOOR DDDR FORM LOAD EACH JAMB(PLF) 8-6 4 7 JB-US 1 (JB-US).21-3 4 JB-US 29-3/4 JS-US,39 J6-US 48 JB-US 57-1 4 JB-US WIDTH HEGHT -0 4 7 2 JB-US,1 JB-US. -3 4 JB-US,29-3 4 JB-US,42 J0-US•52-1 2 (JE-us), 83-1 4 JB-US 8-0 ALL +184.0-208.0 7-8 5 8 JB S 1 J - 4 - 5• 8- 4 JB- - - S 54-1 4 -U 74-142JR-075 g'-p' ALL +207.0/-234.0 B- 0 BELOW -ubh - - - - - ma (JB-US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16'TRACK BOLT AND NUT'AS SHOWN ABOVE. ALL DOORS GREATER THAN IT IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S_ SIZE: A lwaiqnc ® DESIGN (PSF): +48.00/-52.00 MAX WIDTH: 9'-0" I DATE NAME TEST(PSF): +69.00/-78.00 MAX HEIGHT: 14'-0' IDRAWN 1 5/17/06 GRT MARK A.SAWICKI.PE O� IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21"CHECKED 1/22/07 MRB zso S.STATETx 279 0711E zoo SHEET 1 OF 2 FL PE 72815 MODELS 8000/8100 TX PE 106291 A DIMSION OF OVERHEAD DOOR CORF DRAWING PART NO. REV. 3395 ADDISON DRIVE PROFESSIONAL 85 ED MY FMR PENSACOLA,FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1104 327013 P4 8 50 474-9890 REVISIONS P1 MODIFIED NOTES TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT.INCREASED fLIMjmAtm DESIGN PRESSURE TO +45.00%5200 PSF. (8)SECTION DOORS WITH GRT 6/29/07 (10)3'20 GA BO KSI U-BARS P2 ADDED IMPACT LOCATED AS SHOWN RESISTANT GLAZING. ADDED DETAIL A SHEET 2 FOR i GLAZING m 0 A% NOTES SHEET 1.ADDED n O' 'O' ° (7)SECTION DOORS WITH TRACK TO FLAG = 1 (9)r 20 OA 80 KSI U-BARS CONFECTION NOTE. o 0 GRT 11/10/07 LOCATED AS SHOWN } oao P3 MODIFIED LOUVER OPTION.ADDED TEXAS UCENSE NUMBER TO �. TITLE BLOCK. GRT 9/19/08 (6)SECTION DOORS WnH P4 UPDATED TIRE BLOCK (8)3 20 CA 80 K9 U-BARS AND IMPACT GLAZING LOCATED AS SHOW GRT 4/18/12 S5)SECTION DOORS WITH INTERIOR FRAME (7)3 20 GA80 KS U-BARS LOCATED AS SHOWN D / SHEETMETAL SCREW I f4)SECTION DOORS WITH (5)3J 20 GA 80 KSI U-BARS LOCATED AS SHOWN EXTERIOR / FRAME \ '1/4'POLYCARBONATE DETAIL A (ATTACH U-BARS WITH ( 4x7X SELF 2)1 N0 CR MPPTITE SCREWS AT ALL STILE LOCATON3.TYP. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A Iwm® DESIGN (PSF): +46.00%52.00 MAX WIDTH: 9'-0" 1 DATE NAME aiqTEST(PSF): +69.00/-78.00 MAX HEIGHT: 14'-0' IDRAWN 1 5/17/06 GRT MARK A.SAW=.PE � IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT.21"CHECKED 1/22/07 MRB 25MSLWSVUHWfY-TZZ7=7 E 200SHEET 2 OF 2 FL PE 72613 MODELS 8000/8100 TX PE 106291 A DIVISION OF OVERHEAD DOOR COR DRAWING PART NO. REV. 3395 ADDISON DRIVE pNOFE590NA1 ENGINEER'S SEAL PROVIDED ONLY FOR PENSA00LA,FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1104 327013 P4 VE AMonCN OF NINDLOAD CONSTRUCTION DETAILS. 850 474-9890 Y E ~� ,4(e0 kre0eNi� k f x ;i` 1 ,iY l :ff BCIS Home ! Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ; Links t Search Florida : Product Approval USER;Public User dvnxUt:?�:ir ( i �r Product Approval Menu>Product or Application Search>Aoplicatlon List>Application Detail FL# FL8248-1112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived p Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 (850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f�!4 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Mark A. Sawicki the Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey P.Arneson, P.E. I Validation Checklist-Hardcopy Received Certificate of Independence FL8248 R12 COI COI Cert of Ind Scates 2014 WD s.pd FL8248 R12 COI Mark Sawicki Ind cert.pdf FL8248 R12 COI Validator Cert of Ind Wavne Dalton. Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA-108 2002 ANSI/DASMA-115 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2015 Date Validated 03/27/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 8248.1 8000/8100 #1101 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1101 327010 P4.pdf Approved for use outside HVHZ:Yes8FL 2481R 2 II Track Sulement Chart P10.pddf Impact Resistant: NoLF 8248 R12 II WDJambSuD lementP16 s.pdf Design Pressure: +22.90/-26.30 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.2 8000/8100#1102 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1102 327011 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart PIO.pdf Impact Resistant: NoL8F 248 R12 II WD]ambSuenlementP16 s.pdf Design Pressure: +26.90/-30.80 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 A _8000 FBC eval 032315s.p Created by Independent Third Party: No 8248.3 8000/8100 #1103 9' Max width. 14' Max height. Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1103 327012 P4.pdf Approved for use outside HVHZ:YesL8F 248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 II WDJambSupplementP16 s.pdf Design Pressure: +35.70/-41.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.4 8000/8100 #1104 9' Max width. 14' Max height. Glazing available in top or 8248.4 r000/8 intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1104 327013 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 g Track Supplement Chart P10.pdf Impact Resistant:Yes FL8248_R1g WDJambSuRplementPl6 s,pdf Design Pressure: +46.00/-52.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R112 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.5 8000/8100 #1121 16' Max width. 14'Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 11 1121 327015 P4.pdf Approved for use outside HVHZ:Yes FL8248 R1 2 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 II WD]ambSupplementP16 s.pdf Design Pressure: +15.30/-17.00 Verifled By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports LF 8248_R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.6 8000/8100#1122 16' Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1122 327016 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: NoL8F 248iR 2 II WD]ambSupplementP16 s.pdf Design Pressure: +23.00/-25.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.7 8000/8100 #1123 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1123 327017 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL8248 R12 II WD]ambSupplementP16 s.pdf Design Pressure: +30.00/-33.50 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.8 8000/8100#1124 16' Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1124 327018 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pd Impact Resistant:Yes FL8248 R12 II WDJambSupplementP16 s.pdf Design Pressure: +34.40/-38.30 Verifled By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.9 8000/8100#1125 16' Max width. 14'Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248_RR 2 Iz 1125 327019 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL8248_R12 II WDJambSupplementP16 UQdf _ Design Pressure: +46.00/-52.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.10 8000/8100 #1141 18' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1141 327021 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 II WD]ambSupplementP16 s.pdf Design Pressure: +18.50/-20.70 Verifled By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.11 8000/8100 #1142 18' Max width. 14' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1142 327022 P4.pdf Approved for use outside HVHZ:Yes FL8248_R12 11 Track Supplement Chart P10.pdf Impact Resistant:Yes FL8248 R12 11 WD3ambSuaplementP16 s-od Design Pressure:+34.40/-38.30 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.1278000/8100#1143 18' Max width. 8' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248—R12 II 1143 327023 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 11 312957 P6 8000-8024-8100-8124 Post.pdf Impact Resistant:Yes FL8248 R12 II WDJambSuoplementPl6 s.pdf Design Pressure:+34.40/-38.30 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s,pdf Created by Independent Third Party: No 8248.13 8000/8100 #1144 18' Max width.8' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1144 327024 P4.pdf Approved for use outside HVHZ:Yes FLS 481R 2 II 312957 P6 8000-8024-8100-8124 Post.odf Impact Resistant:Yes FL8248 R12 II WD)ambSUDDIementP16 s.pdf Design Pressure: +46.00/-52.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.14 8000/8100/8200#1100 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FI-8248R12 II 1100 329468 P4.odf Approved for use outside HVHZ:Yes FL8248 R12 II Track Suoolement Chart PSO.odf Impact Resistant: No FL8248 R12 R WDJambSulementP16 s.odf Design Pressure: +15.90/-18.20 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.odf Created by Independent Third Party: No 8248.15 8000/8100/8200#1120 16' Max width. 14'Max height. Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1120 327014 P4.odf Approved for use outside HVHZ:Yes FLB248_R12 I Track Supplement Chart PIO.odf Impact Resistant: No FL8248 R12 II WD)ambSupplementP16 s,pdf Design Pressure: +12.40/-13.80 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC evai 032D5&pdf Created by Independent Third Party: No 8248.16 8000/8100/8200#1140 18' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248_R12 II 1140 327020 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.12df Impact Resistant: No FL8248 R12 11 WD)ambSuoplementPI6 s_pdf Design Pressure: +12.40/-13.80 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not Impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248—R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No Bacic Neat 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 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 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: WIN RE M Credit Card Safe d9$$ 13 OA ROLLER SLIDE ATTACKED TO REVISIONS 1.IMPACT RESISTANT GLAZING OPTION-IMPACT 13 CA HORIZ ANGLE BRACKET PATH 5/16-18 DOLT✓§NUT P7 MODIFIED NOTES TO RESISTANT GLAZING SYSTM MAY BE INSTALLEDSTATE THAT LOUVERS W TOP OR INTERMEDIATE SECTION(PATH OR IN(ENTER SOT AND 1/4-20x9/10' ARE NOT IMPACT LAZ WM1HOtlT DECORATIVE fP75ERTGLAZING SHALL IRAQ(BOLT IU 1/4-20 HEX NUT RESISTANT.INCREASED WI 1/4'POLYCARBONATE.MAXIMM GLAZING 13 CA FUG ANGLE THROUGH ANY TM ALIGNING HOLES DESIGN PRESSURE TO DDdEN90NS SHALL BE 11'x 17'CUTOUT, 13 GA COMMERCIAL'A'FRAME CRT 6 29/07 0 PSF. FASIEIED MTN d8 X 1'SMS 3X ALONE THE 16 GA MIN HORIZ 7 TOP BRACKET ATTACHED WITH ZO DA l%TdIER 37HE rt D� � GRT 6/29/07 HORIZONTAL AND 2X ALONG THE VERTICAL STD: TRACK (6)1/4-14x7/8'SELF DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS. SS) CRIMPT11E SIXiEtS-- P2 ADDED IMPACT 2.NON-LNPACT REISTANT GLAZING OPnQN- CRE x1-N 4 \ : RESISTANTILASGLAZING. 060'MWIMIIMt SSB GLAZING IN MOLDED FRAMES LAG SCREW(MIM 4 FOR DETAIL A SHEET 2 .090' MI TOGETHERSS3 LTH p MINIMUM (10) AS SHOM) FOR(LAZING.ADDED MAX ADD(2)1/4-14x7/8' GLAZING DIMENSION TO #xP SCREWS INSTALLED W TTP OR (4)1/4-20x9/16'LARGE SELF DRILLING Cf0l�T1TE SCREWS l TES SHEET i.ADDED INiERMEOATE SECTOR(WITH OR WITHOUT HEAD 7RAlx(DOLTS OR 0 (INSIDE OF EACH END HINGE) 16 CA END STILE \ CONEEECTION�NOTE DECORATIVE INSERTS)MEETS UNIFORM STATIC 1/4-20 STUDS VAIN o o GRT 11/10/07 MUD PRESSURES SHOO ON THIS DRAWNO. 1/4-20 HEX NUTS _ GLAZING SHALL HAVE A M1AMUM HEIGHT OF F 2'NYLON WINOLOAD ROLLER ° 3 MODIFIED LOUVER 10.89'AND A MAXIMUM LENGTH OF 10.94' 18 GA NN VERT GLAZING IS NOT IMPACT RESISTANT AND DOESTRACK WIN 44/2'SIL7d LICENSE ADDED TEXAS L NOT MEET THE REQUIREMENTS FOR KIND-BORNE LICENSE NUMBER TO DEBRIS REGIONS. 1/4-20x9/16°TRACK TITHE BOLT AND 1/4-20 HEX - GRT 9//19/019/0 8 3.VINYL OR WOOD DOOR STOP NAILED A NUT AT EACH 48-US4 UPDATED TITLE BLOC( MAXIMUM OF 0'O.C.MUST OVERLAP TOP AND JAMB BRACKET LOCATION 1" • D IMPACT GLAZING BOTH ENDS OF PANELS MINIMUM 7/16'TO MEET = 14 CA HIDE BODY EPA GRT 4/16/12 NEGATIVE PRESSURES. 'HINGE ATTACHED MIN i 5/i6x1-6 LAG o SELF (0,)1/C1 /6 4.KEY LOCK,SLIDE LOCK,OR OPERA70R AT � REQUIRED. I i 5.LOUVER OPTION-.0W MINIMUM LOUVERS IN I MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM Or(YO) xY SCREWS INSTALLED IN THE BOTTOM LOUVERS ARE NOT IMPACT RESISTANT APO DO NOT MEET THE 15 GA SIGFFENNED REQUIREMENTS POR WIND-BORNE DEBRIS -18 GA NARROW BODY TENONS INTERMEDIATE HINGE SEE SCHELDULE FOR ATTACHED WITH(4) S.SECTION STEEL.TD HAVE A MINIMUM 28 CA OUANIr'LOCATION, ° 1 /g SELF THICKNESS. AND TYPE /4-14x5�8 TAPPING SCl IRE'!LOCK OR SLIDE I 'm EWS 7.THE DESIGN OF THE SUPPORTING STRUCTURAL t ELEMENTS SHALL BE THE RESPONSIBILITY OF IM LOCK ONE ENO(NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR REQUIRED PAIN 14 GA BOTTOM BRACKET STRUCTURE AND IN ACCORDANCE WITH CURRENT OPERATOR-SEE ATTACHED KITH(2) BUILDING CODES FOR THE LOADS LISTED ON THIS NOTE 4). SLOE LOCK 1/4-14x7/8'SBF DRILLING DRAWING. SHOWN FOR CLARRY CRWPTITE SCREWS AND(1) 1/4-144/8'SELF DRILLING .0 B.DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL TAMPER RESISTANT GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING NOW, (4)SECTION SOLID 0 STRUCTURE DOOR SHOWN. SEE SHEET •m 2 FOR U-BAR LOCATIONS 9.FOR LOW HEAD ROM LIFT CONDITIONS,TOP ON DOORS WITH OTHER BRACKET SHALL BE A 13 GA LAR 7/4 TOP/g SEE NOTES 1 AND 2 SECTION QUANTITIES AND SELF DBRACRILLING C IMPTITE SGA MINIMUM S IN LEUxOf THE SHEET FOR"NO THi3 BRACKET SHOWN ON THIS DRAWING.U-BAR ON OPTIONS TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS JAMB A SCHmU SUPERIMPOSED DESIGN PRESSURE oDGX: No.aFMAHON OF CENMMNE OF JAMB LOADS ON SUPPORTING STRUCTURE NEWT ONS BRACKETS BRACKETS OF TRACK(ALL �S�� DOOR DOOR UNIFORM LOAD EACH JAMB(PI.F) B-0 4 7 JH—U3 1 JB—U9 21-3 4 US 29-3/47 J8—US J8—US 48 JB— 3 57— 4 JB—US WKDHR HEIGHT 4 7 JB�LS.t S,21-3 4 JfU—US 29-3 JB—US JB—_US I 2 J8— .63-4 4 JB— 3 8— ALL +164.0—2MO 7-8 B 1 b — 4 — 3 1 — T 9'-0' ALL Ga- +207.0/—MDHIM 8_ ( S)FOLLDWIRG DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO IRAOC WITH 1/4204/18'TRACK BOLT AND NUT AS SHOTIN ABOVE ALL DOORS GREATER THAN g IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE.SEE SUPPLEMENT 1RACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: A DESIGN (PSF): +48.00%5200 MAX WIDTH: 9'-D' DATE NAME TEST(PSF): +69.00/-78.00 MAX HEIGHT. 14'-0' IDRAWN1 5/17/06 GRT MARK A.SAVACW.PE IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21"CHECKED 1/22/07 MRS 25M S STATE HWY 121,SUITE 200 LEVAU E TX 75= MODELS 8000/8100 SHEET 1 OF 2 U FL PE 72013 A DIVISION OF OVERHEAD DOOR CAR DRAWING PART NO. REV. IX PE 126291 3399 ADDISON DRIVE PF07ESSIONAL ENGNEEWS SEAT.PROVIDED ONLY FOR PENSAGOLA.FLCRIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1104 327013 P4 VEPoFTCAIIWN of NGNOLOAO CONSTRUCTION DEGALSS 950 474-9690 REVISIONS PI MODIFIED NOTES TO ATE THAT LOUVERS ARE NOT IMPACT ESSTANT.INCREASED DESIGN PRESSURE TO +4&OD/-5200 PSF. (B)SECTION DOORS WITH T 6/29/07 (10)3'20 G —BARS P2 ADDED IMPACT ��AS SHOWN RESISTANT GLAZING. DIED DETAIL A SHEET 2 OR GLAZING.ADDED MAX t GLAZING DIMENSION TO i NOTES SHEET 1.ADDED IO. •0. TRACK TO FLAG 7)SECTION DOORS{NTH CONEECTION NOTE. 1 a' (9) 20 GA 80 KSI U--BARS GRT 11/10/07 c LOCATED AS SHOWN 3 MODIFIED LOUVER OPTION. ADDED TEXAS LICENSE NUMBER M TITLE BLOCK. GRT 9/19/08 (6)SECTION DOORS WITH 4 UPDATED TITLE BLOCK (B)3 20,GA 80 KSI U—BARS AND IMPACT GLAZING LOCATED AS SHOIAIN GRT 4/16/12 " S8)SECTION DOORS WITH /•- - INTERIOR FRAME (7)320 GA OO K51 U—BARS LOCATED AS SHOWN SHEETIAETAL SCREW (5)3 s4)SECTION DOORS WM 20 GA 80 KSI U—BMS LOCATED AS SHOWN EXIEM FRAMEOO / \ ,1/4'POLYCARBONATE DETAIL A ATTACH U—BARS ''WITH W4-14 O CRI!(PTI SCREWS AT ALL SME LOCATIONS,TYP. STATIC PRESSURE RATINGS APPROVED SIZES SCALE;N.TS. SIZE: A 1wamm® DESIGN (PSF): +48.00%52.00 MAX WIDTH: 9'-0` DATE NAME TEST(PSF): +69.00%78.00 IMAX HEIGHT: 14'—O' DRAWN5/17/08 GRT MARK A SA%VM PE IMPACT/CYCLIC RATED ()ES/NOr YES I MAX SECTION HEIGHT;21"CHECKED 1/22/07 1 MRB 019�� 0° MODELS 8000/8100 SHEET 2 of 2 R PE 72813 Tx PE 1OB2O1 A DIMSION OF OVERHEAD DOOR OO DRAWING PART NO. REV. 3395 ADDISON DRIVE PROFESSIONAL ENGNEER'S SEAL PROYIOED ONLY FWi PENSACOLA,FLORIDA 32814 WINDLOAD SPECIFICATION OPTION CODE 1104 327013 P4 VERInCATRAN OF WNDLOAD CONSTRUCTION DEiAcs (SW) 850 474-6890