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Home My WebLink AboutProduct Approval -iviiva uuiiuzur,t vuc v111111ti Page 1 of 5 Q Hry �� SCIS Home i Login j User Registration Hot Topics i Submit Surcharge I Stats&Facts Publications j FBC Staff SCIS Site Map s Links ' Search [B��ut�silncesN-al I I v�ense5 Y Product Approval USER;Public User Regulation WSiltiil Product Approval Menu>Produce or Application Search>Application List>Application Detail FL# FL10737-118 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Small 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 Mark-Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 gtaylor@wayne-daiton.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 Js 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.-ETL/Warnock Hersey Quality Assurance Contract Expiration Date 05/15/2038 Validated By Jeffrey P.Arneson,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FLI0737 R8 COI Cert of Ind Scates 2014 WD s pdf F-11 Z31_Rti_M....M.uk_'''2s icki (-dIsert,pdf FL10737 R9 COI Vp id Cert of Inc) Wayne Dalton ndf 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvl dAvIteOY01 l lho... 8/21/2015 Florida Building Code Online Page 4 of 5 Design Pressure: +34.40/-38.30 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is impact-resistant and meets the requirements for Created by Independent Third Party: No the wind-borne debris regions. Evaluation Reports FL10737 R8 AE WD 4600 FBC eval 032315s.odf Created by Independent Third Party: No 10737.13 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 16'2"Max width.8'Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL10737 R8 II 2244 352073 Pl.odf Approved for use outside HVHZ:Yes FL10737 R8 II 8300 POST 298473 P3.odf Impact Resistant:Yes FI 10737 R8 11 WDJamb5upplementPl6sodf Design Pressure:+46.00/-52.00 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is impact-resistant and meets the requirements for Created by Independent Third Party: No the wind-borne debris regions. Evaluation Reports FL10737 R8 AE WD 4600 FBC evil 032315s.pdf Created by Independent Third Party: No 10737.14 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 18'2"Max width. 24' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FI"10737_R8_,11 250 3 74,P1;P Approved for use outside HVHZ:Yes FL10737 R8 II Track Supplernent Chart Pll.ixif Impact Resistant:No FL10737 R8 II WDJambSupplementP16 s )df Design Pressure:+12.40/-13.80 Verified By: Mark A Sawicki FL 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 FL10737 R8 AE WD 4600 FBC eval 03231Ss.pdf Created by Independent Third Party: No 10737,15 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 18'2"Max width.24' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL10737 R8 II 2251 352075 P1,odf Approved for use outside HVHZ:Yes FL10737 R8 II Track Suoolement Chart P11pdf Impact Resistant:Yes FL10737_LZ JLMD s.,n�if Design Pressure:+23.00/-25.00 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is impact-resistant and meets the requirements for Created by Independent Third Party: No the wind-borne debris regions. Evaluation Reports FL10737 R8 AE WD 4600 FBC eval 032315s pdf Created by Independent Third Party: No 10737.16 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 18'2"Max width. 24'Max height. Limits of Use Installation ns Approved for use in HVHZ: No FL10737 R.11172%,2076 Pl.pdf Approved for use out ' :Yes FI_I0737 R8„ _Supplement_Chart P11,p Impact Resistan s FL10737 R8 11 WDJambSupplementPl6 s edf Design Pressu a +30.00/-33.5 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing no available Created by Independent Third Party: No Evaluation Reports FL10737 R8 AE WD 4600 FBC oval 032315s,12d Created by Independent Third Party: No 10737.17 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 187"Max width. 8'Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL10737 R8 II 2253 352077 P1,odf Approved for use outside HVHZ:Yes FL10737 R8 II 8300 POST 298473 P3.odf Impact Resistant:Yes FL10737 R8 11 WDJambSupplementP16 s.odf Design Pressure: +46.00/-52.00 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is impact-resistant and meets the requirements for Created by Independent Third Party: No the wind-borne debris regions. Evaluation Reports FI..1_0737 R8 AE WD 4600 L eval 032315s,,pdf Created by Independent Third Party: No 10737.18 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 22'2"Max width. 24'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL10737 R8 II 2260 352404 Pl.odf Approved for use outside HVHZ:Yes F(,10737 R8_tl Track Sup lginent Chart P1.1 IpSff Impact Resistant:No FL10737 R8 II WDJambSupplernentP16 s pd Design Pressure:+15.45/-16.79 Verified By: Mark A Sawicki FL 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 FL10737 R8 AE WD 4600 FBC eval 032315s.odf Created by Independent Third Party: No 10737.19 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 22'2"Max width. 24Max height. https:Hfloridabuildiniz.ora/nr/nr ann dtl.asnx?naram=wCTF.VXOwtDnvlclAvTte(1V011lhn R/?10015 NQS REVISIONS 1.VINYL OR WOOD DOOR STOP NAILED A 13 GA H.ORIZ ANGLE P1 REVISED MODELS MAXIMUM OF 6"O.C.MUST OVERLAP TOP AND GRT 1/22/14 BOTH ENDS OF PANELS MINIMUM 7/16"TO MEET NEGATIVE PRESSURES. 13 GA FLAG ANGLE �{ 2.KEY LOCH,SLIDE LOCKS, OR OPERATOR DOOR REQUIRED. 18 GA MIN HORI2 INN 3.LOUVER OPTION —.040'MINIMUM LOUVERS IN TRACK MOLDED FRAMES SCREWED TOGETHER WITH A5/1fix1-5/8' A MINIMUM OF(10)yJBx1'SCREWS INSTALLED IN LAC SCREW(MIN 3 THE BOTTOM SECTION.LOUVERS ARE NOT IMPACT SHEET RESISTANT AND DO NOT MEET THE SHOWN) REQUIREMENTS FOR WAND—BORNE DEBRIS (4)1/4-20x9/16"LARGE REGIONS. HEAD TRACK BOLTS OR 4.FACER STEEL TO HAVE A MINIMUM 27 CA 1/4"'40 STUDS WITH THICKNESS AND BACKER STEEL TO HAVE A 1/4-20 HEX NUTS MINIMUM 29 GA THICKNESS 15 GA MIN VERT �' B 5.A 4-1/2"x 6'x 22 GA BACKER PLATE IS TO TRACK , BE LOCATED AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. 1/4-20x9/16'TRACK BOLT AND 1/4-20 HEX , 6.THE DESIGN OF THE SUPPORTING STRUCTURAL NUT AT EACH JB—US ELEMENTS SHALL BE THE RESPONSIBILITY OF THE JAMB BRACKET LOCATION C PROFESSIONAL OF RECORD FOR THE BUILDING OR EET STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS 5/18x1-5/8'LAG DRAWING. SCREW AT EACH 16 OA DOUBLE , Y 7.DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL JAMB BRACKET END STILE ' GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE B.FOR LOW HEAD ROOM LIFT CONDITIONS,TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP 15 GA STIFFENED JAMB BRACKET WITHOUT PUSHNUTS AND WITH A BRACKETS MINIMUM OF(3)1/4-14x7/8'SELF DRILLING SEE SCHEDULE FOR CRIMPTTE SCREWS IN LIEU OF THE BRACKET QUANTITY,LOCATION, SHOWN ON THIS DRAWING.U—BAR ON TOP AND TYPE SECTION SHALL BE INSTALLED ON TOP OF LHR KEY LOCK OR SLIDE 4• , TOP BRACKETS. LOCK EACH END(NOT ' REQUIRED WITH �• OPERATOR— SEE NOTE 2). SLIDE LOCK p SHOWN FOR CLARITY SHEET JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSURE OF JAMB LOCATION Of CENTLRLINE OF JAMB DOOR NO. N7f BRACKETS BRACKETS MEASURED FROM BOTTOM LOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS(EACH JAMB) OF TRACH(ALL DIMENSIONS t Y) DOOR DOOR 6'-8' 4 7 2 JB—US 10, JB—US 21-3 4 JB—US 29-3 4 JB—US 39 JB—US 48 JB—US 57-1/4' JB—US WIDTH HEIGHT UNIFORM EACH JAMB(PLT) 7-0' 4 7 2 JB—US,10"ME SN,21-3 4 JB—US,29-3 4 JB—US,42" JB—US,52-1 2" JB—US, 63-1 4 JB—US 17-2" ALL +257.5/-287.5 —8 —T-0—R5 5 B 2 JB—US,1 JB—US 18-3 4 JB—US 26-344 JB—US 38 JB—US,45 JB—US 54-1 4 JB—US 74-1 JB—US 118'-2* ALL +2725—3D4.3 88— 5 8 J — 1 — 21— — — 4 —US J U 4 —U —1 2 —U 1 — SEE NOTEBELOW NOTE-- (JB—US) OTEL(JB—US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/18'TRACK BOLT AND NUT AS SHOWN ABOVE ALL DOORS GREATER THAN 8'IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRES APPROVED SIZES SCALE: N.T.S. SIZE: A 1w �® DESIGN (PSF): +30.00/-33.50 AX WIDTH: 16'-2" DATE NAME TEST(PST): +45.00%50.25 AX HEIGHT: 24'-0' IDRAWN 1 6/12/13 1 CRT MARK A SAKICKI,PE IMPACT/CYCLIC R (YES/NO): MAX SECTION HEIGHT.24"CHECKED 2.101 s..Si7AATTEHWY 1121.SUI E Z� SHEET 1 OF 2 FL PE 72813 MODELS 4600/4650/6600/8300/85DO/5150/5200/TM515/TM525 Tx PE 108291 A DIVISION OF OVERHEAD DOOR COR — DRAWING PART N0. REV. 3395 A.FLORIDADRIVE ` 352076 P1 PROFESSIONAL ENGINEER'S SEAL TRU TIO ONLY FOR PENSACOLA,FLR32514 WINDLOAD SPECIFICATION OPTION C D 2252 VERffICATION OF YANDLOAO_CONSTRUCTION DETAILS 850 474-9890 (2)12 CA COMMERCIAL'L'FRAME REVISIONS TOP BRACKETS ATTACHED WITH(4) 1/4-20x7/B'SELF DRILLING REVISED MODELS NG SCREWS GRT REVISED (2 THROUGH STRUT AND TOP AR�ANAOIflP RAfEIMJI)t]YS (10)SECTION DOORS WITH ,I 00 D O ` 17'TO 18'2' (2D)3'1B LOCATED AS SHOWN 13 CA ROLLER SLIDE ATTACHED TO BRACKET WITH 5/18-18 BOLT &NUT IN THE CENTER SLOT / \ (9)SECTION DOORS WITH CA 80 KS U-BARS ADD(2)1/ 0/8" DETAIL A 17'TO 18'2' (18)3 18 LOCATED AS SHOWN SELF DRILLING NG CRIMPTIMPT FIE SCREWS (INSIDE OF EACH INSIDE END HING 2'STEEL ROLLER WITH 9'GRADE 1144 OR EQUIVALENT STEM AND 7/16'PUSH NUT AT EACH ROLLER S8)SECTION DOORS WITH LOCATION LOCATED BETWEEN THE (18)3 18 GA 80 KSI U-BARS BRACKET OR HINGE (EXCEPT LOCATED AS SHOWN PUCHNUT LOCATED ON THE TOP AND BOTTOM ROLLER IS LOACTED OUTSIDE OF BOTH BRACKETS).1/4' MAX BETWEEN PUSH NUT AND OUTER HINGE �� S7)SECTION DOORS WITH 14 3 18 GA 80 KSI U-BARS (2)14 GA WIDE BODY END DETAILS LOCATED AS SHOWN HINGES EACH ATTACHED WITH (4)1/4-14x7/8'SELF 6RI NG CRIMPTITE SCR (8)SECTION DOORS WITH • ®' (12)3'18 GA 80 KSI U-BARS LOCATED AS SHOWN 14 CA WIDE BODY INTERMEDIATE HINGE ®° ' ATTACHED WITH(4) 1/4-14x7/8'SELF DRILLING CRIMPTITE SCR (5)SECTION DOORS WITH (10)3'18 CA 80 KSI U-BARS DETAIL C LOCATED AS SHOWN (4)SECTION DOORS WITH (B)3'1B CA BO KSI U-BARS LOCATED AS SHOWN 2 CA EXTENSION BRACKET •. ELF ACHED DRIWWITH CRM) PTITE SCREWS \ 2 THROUGH STRUT AND BRAC 4 GA BOTTOM BRACKET ATTACHED WITH(2) ALL U-BARS SHALL BE ATTACHED WITH(2) /4-14x7/8'SELF DRILLING 1/4-14x7/8'SELF DRILLING CRIMPTITE SCREWS CRIMPTITE SCREWS THROUGH AT EACH HINGE LOCATION AND BETWEEN ALL END STRUT AND//BOTTOM//BRACKET HINGES AND INTERMEDIATE HINGES.A MINIMUM OF RD(1)1YAMPER VB*ESIS ELF (14)FASTENERS ARE TO BE USED. CREW i DETAIL D STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A WagDESIGN (PSF): +30.00/-33.50 MAX WIDTH: 18'-2" DATE NAME TEST (PSF): +45.00/-50.25 MAX HEIGHT: 24'-0' IDRAWN 1 6/12/13 1 GRT MARK A SAMCKL PE O IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:24"CHECKED 2 90 I SLEWIS'AUE.TX 75087 200 SHEET 2 OF 2 FL PE 74617 MODELS 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 TX PE 106291 A DIVISION OF OVERHEAD DOOR CORP DRAWING PART N0. 3395 ADOISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA,FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2252 352076 P1 VER CATION OF WINDLOAD CONSTRUCTION DETAILS. B50 474-9890 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an altemate to this document. P/N 324620 Rev.P10 V�Awln SCHEDULE 3 30'0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB(IN) LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB 3 NOTES CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24• 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 1.BASED ON 3/8"0 A307 HEADED OR HOOKED(1.69"MIN.HOOK LENGTH)ANCHOR BOLTS WITH A 2"O.D.WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3". 2.PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB-30pst x 16ft/2=240ib/ft 4.CHART IS BASED ON V-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x6 NO.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTNER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7.CALCULATIONS CONFORM TO ANSI/AF&PA NDS-2005 AND ACI 318-05,APPENDIX D. Approved John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE.51737 TX PE 56308/F2203 Revision P10 wagne REVISIONS ualten 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 SEE DETAILS 1, 2,AND 3 - REQUIRED FOR VERTICAL POST REINFORCING . SYSTEMS. 1., 4 6"MAX.J FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 STRUCTURAL GRADE LUMBER FOR DOOR HEIGHT MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. 6" MAX.J DOOR WIDTH MINIMUM 2x6§3 41B E HEADER LOCK MINIMUM 2x6 X13 Q HEADER LOCK MINIMUM 2x6 #3 HEADER LOCK SOUTHERN PINERACKET SOUTHERN PINE BRACKET SOUTHERN PINE LUMBER. LUMBER. BRACKET LUMBER. 8" 4` 4" B" ¢" q• 2-3/4" q" (2) 3/8`SIMPSON TITEN HD SCREW �4)3/8" SIMPSON TITEN HD SCREW (4)3/8"DIA.LAG SCREWS ANCHOR WITH A 1 1/4`WASHER AND ANCHOR VATH A 1-1/4"WASHER AND WITH 1-1/4"O.O. WASHERS. A MINIMUM EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF LAC MINIMUM PENETRATION SHALL H HAVE A 2-3/4"AND A MINIMUM EDGE 2-3/4"AND A MINIMUM EDGE MINIMU"INTO THE MAIN OF DISTANCE OF 2-3/4". DISTANCE OF 4". SUPPORT MEMBER. MINIMUM 2000 PSI CONCRETE MINIMUM 2000 PSLGROIT FI D M WDETAIL� R NOTE, MAXIMUM DESIGN LOAD NOTE- MAXIMUM DESIGN LOAD �4' AXIMUM- DESIGNiLp D DATE NAME CAPACITY OF 2085 LBS. CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. DRAWN 5/24/07 GRT JOHN E.SCATES,PE 3121 FAIRCATE OR. CHECKED 5/24/07 MRB CARROLLTON,TX 73007 FL PE 51737 TX PE 56308/F2203 DRAWING PART NO. REV. - PVEaIaTlaoN aE"F wNNo�ioao SEAL sucnaDN OM FT JAMB CONNECTION SUPPLEMENT 324620 P10