Loading...
HomeMy WebLinkAboutProduct Approval; Sectional Exterior Door Assemblies FL22-R1r ` % Florida Building Code Online Page 1 of 6 BCIS Home I Log In I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I B _£�• Product Approval n USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FOOhtlMONITY PLANNING. f'Housila k comMuNiTyr .. _ . t7EVELOPPAI N7 ` P OFFIGe aF THE= - • Product Manufacturer Address/Phone/Email Authorized Signature ON ON CD Lh CD �d 1% Technical Representative c x � Address/Phone/Email i b Quality Assurance Representative r p, Address/Phone/Email v .o g ^ Category N ' W N Subcategory 00 Compliance Method Evaluation Entity Quality Assurance Entity Validated By FL22-RI Revision 2004 Approved 1-1 Wayne -Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 (850) 475-6000 gtaylor@Wayne-Dalton.com Wendi Frederick wfrederick@wayne-dalton.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Product Eval ICC Evaluation Service, Inc. Intertek Testing Services NA Inc Jeffrey P. Arneson, P.E. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKhCkDM9Ajl... 9/19/2007 Florida Building Code Online Page 2 of 6 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 Standard Alternate Materials and Methods ASTM E-330-97 Cold -Formed Steel Construction DASMA 108 Exterior window and door assemblies Foam Plastics Steel Structural Tests and Inspections Wind Loads 103.7 1606 1707.4 1707.4.3 1707.4.3.1 2204 Chapter 17 Chapter 22 Chapter 26 Method 1 Option C 01/07/2005 02/09/2005 01/15/2005 02/14/2005 Summary of Products FL # Model, Number or Name Description 22.1 8000/8100 #0028 10' thru 16' wide. Design Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 22 R1 T 0028 P7. Design Pressure: +/- PTID 22 RI T 0108 P4, Other: As indicated in evaluation report and PTID 22 R1 T 0109 P3. installation drawings. Not to be used in HVHZ. PTID 22 R1 T 0110 P4. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKhCkDM9Ajl... 9/19/2007 Florida Building Code Online Page 3 of 6 PTID 22 R1 T 0119 P3. PTID 22 Rl T 0120 P3. PTID 22 R1 T 0121 P4. PTID 22 R1 T 0122 P5. PTID 22 R1 T 0123 P4. PTID 22 R1 T 0124 P4. PTID 22 Rl T 0125 P4. PTID 22 R1 T 0126 P5. PTID 22 R1 T 0127 P3. PTID 22 R1 T 0130 P4. PTID 22 Rl T 0131 P4. PTID 22 R1 T 0132 P4. PTID 22 R1 T 0133 P4. PTID 22 Rl T 2210"( PTID 22 R1 T 8000 81( Instruction.pdf PTID 22 R1 T 8000 81( Instruction.pdf PTID 22 R1 T 8300 85( Instruction.pdf PTID 22 R1 T 8300 85( Instruction pdf.pdf. PTID 22 R1 T Certificat 22.2 -]8000/8100 #0108 Thru 9' wide. Design PSF Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. Installation Instruction Verified By: Evaluation Reports 22.3 8 000/8100 #0109 Thru 9' wide. Design PSF Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. Installation Instruction Verified By: Evaluation Reports 22.4 8000/8100 #0110 10' thru 16wide. Design Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. Installation Instruction Verified By: Evaluation Reports 22.5 8000/8100 #0119 Thru 9' wide. Design PSF http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsKhCkDM9Ajl... 9/19/2007 Florida Building Code Online Page 4 of 6 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 22.6 8000/8100 #0120 Thru 9' wide. Design PSF Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 22.7 8000/8100 #0121 107' thru 16'2" wide. De! Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 8000/8100 *0122 107 thru `1.6,'2" wide. De; Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 22.9 8000/8100 #0123 177' thru 18'2" wide. De! Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 22.10 8300/8500/5150/5200 10' thru 16' wide. Design 11#0124 Limits of Use (See Other) Installation Instruction Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and " http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKhCkDM9Ajl... 9/19/2007 Florida Building Code Online Page 5 of 6 I�linstallation drawings. Not to be used in HVHZ. J1 22.11 8300/8500/5150/5200 10' thru 16' wide. Design #0125 Limits of Use (See Other) Installation Instruction Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 22.12 =1300/8500/5150/5200 10' thru 16' wide. Design 0126 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 22.13 1E8300/8500/5150/5200 Thru 9' wide. Design PSF 127 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 22.14 =1300/8500/5150/5200 17' thru 18' wide. Design 0130 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 22.15 8300/8500/5150/5200 17' thru 18' wide. Design 11 #0131 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. http://www.floridabuilding.org/pr/Pr app_dti.aspx?param=wGEVXQwtDgsKhCkDM9Ajl... 9/19/2007 Florida Building Code Online Page 6 of 6 22.16 I8300/8500/5150/5200 #0132 Limits of Use (See Other) • Approved for use in HVHZ: Approved for use outside HVHZ: ' Impact Resistant: Design Pressure - Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. 22.17 8300/8500/5150/5200 =1#0133 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. Not to be used in HVHZ. ru 9' wide. Design PSF Installation Instruction Verified By: Evaluation Reports ru 9' wide. Design PSF Installation Instruction Verified By: Evaluation Reports Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Discl, Product Approval Accepts- ® ECh vc..isayn 5aeu�ed o0boy VER9P 5i� P hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhCkDM9Ajl... 9/19/2007 E T X. 4— X. x° xI° x° x-1/z' i— X-1 /2' I 1.r X - SECTION HEIGHT 2 JAMB 1" ON BOTH ENDS TO MEET NEGATIVE PRESSURE 200A ENO STILES BAUSTIC CHEMICAL 2x6 JAMB 16GA END STILES ADHESIVE 1100 TYP _ ] 7 20GA CENTER STILES AA SYP 0.53 OR BETTER) TACHED TO MIN. 2000 PSI CONCRETE WITH 5/16" 'OWE25 IABOLT SLEEVE NCHOR OR K/EQUIVALENT AT 10-1/2' O.C. MATH MIN. 3ED OF 2" AND MIN. EDGE DIST. OF 3,12" JB-US BRACKET 16GA 2. nLOCK HOLE OETAIL 14GA WIDE BODY END HINGE DOOR HEIGHT 6"" C CHANNEL SECTION HEIGHTS J —US BRACKETS BOTTOM #2 #3 #4 #5 #6 #7 TOP 6'-6" 4 21" 18" 18" 21" 7 7'-0' 4 21" 21" 21" 21" 7 7'-6" 5 18" 18" 18" 18" 18" 9 8'-0" 5 21" 18" 18" 18" 21" 9 9'-0" 6 18'" 18" 18" 18" 18" 18" 11 10,-0" 6 21" 21" 21" 18" 1B" 21" 11 11"—O" 7 21" 18" 18" 18, 18" 18" 21" 13 12'-0" 7 21" 21" 21" 21" 21" 21" 18"' 13 13,-0" 8 21" 21" 21" 18" 18" 18" 18" 21" 1 15 14'-0" 8 21" 21" 21" 1 21" 21" 21" 21"' 21" 15 . I Ti ON /�A/�— A BOLT .PTpa I —EDGE 015T. EOUNALENT, 2' MIN. EMBED. INTO MIN. 2000 PSI CONCRETE a. a P9 ,L TRACK STEEL I 1 TO HAVE A MINIMUM l 1 I YELD OF 33000 PS .zs I- 18GA NARROW BODY 2' STEEL ROLLER INTERMEDIATE HINGE 6x16' 16GA MATH SYRACUSE �CHAN� .6J MAX1045 9" STEMS 1.27c05 STRAP AND 7/16" PUSH ® ®NUT AT EACH END 33 SECTION B—B Approved: 9N R. Barrow, P.E. ® 3395 ADDISON DRIVE PFL 32514 FLORIDA CERTIFlCATION NO. N0. 57 57389 NOTE: ® Date: TOTAL AREA OF LOUVERS CANNOT EXCEED 120(IN2) OPTIONAL — .080' (MIN) ALUMINUM LOUVERS WITH HIGH IMPACT STYRENE FRAME MAY BE LOCATED IN THE END PANELS OF THE BOTTOM SECTION. TO ^ . MEET MINIMUM VENTILATION REQUIREMENTS. e L ■ R (2) 1/4-20z TIX SCF PER BO' BRA( (P/N 100 1/4- SELF ORILUN, TAMPER RI (P/N 18GA STRAPS TYP (2) 1/4-10x5/8' STRAPS TO BE FASTENED AT TIX SCREWS THESE BOLT HOLE LOCATIONST --1 272 2' DRILL .281 OR 09/32 h8z1-5/8' LAG SCREW*�t (a) 1/4-2Ox5/B' SELF- TMR HOLE IN TRACK FOR JB-US BRACKETS pIN 1W3� 2.722 20x9/16' TRACK BOLT o A /4-20 HEX NUT AT 777 EACH JB-US BRACKET 7.38 )----3.75 O 1.95 O 1.25 0 LH L(2) 14GA HOE t4/ Vg-mxain ,1 BOTTOM BRACKET 12CA BODY END HINGES TEK SCREWS (2) 14CA 61DI STRAPS TO BE BODY END HINGE (P/N RH-290991, LH-2soss2) ® FASTENED AT THIS 6 INSIDE SIDE LOCK JB-US BRACKET O LOCATION TYP (8) 1/4-20a5/8' SELF- 52 S P 1 i6GA 14GA THREADING SCREWS (SHOWN IN LOCKING POSITION) (/N 25139) Cr- _aD HINGE TYP ° 4 00 0 II 0 I IJ_ � so I- (STRAPS NOT __ 410WN) 225 I- EXTENSION BRACKET (P/N 200554) O U BAR 20GA 80K51 MIN BOTTOM &EXTENSION BRACKET 2x6 JAMB ---- 50 K9A 0 k�-n- 99.28 6x16' 16GA TOP BRACKET C-CHANNEL 13GA ADJ TOP BRACKET (TYP) I 1-1/2•x1-1/2'x13CA 5 LA r.......-....-.. ..�... 6.00-"E 1.50 1.96 SEE CHAT PAGE 1 5/16x1-5/8 L.�18i�G!Ak�'STRAP 250 ;SCREWS HORIZONTAL 16C .067' 1HK I1/4-20x9/16' HINGE ) LCK BOLTS h (2) 1-20 HEX NUTS TOP SECTION TYPINTERMEDIATE SECTION �?J (SOME DODR COMPONENTS `E DOOR COMPONENTS OMITTED FOR CLARITY) OMITTED FOR CLARITY) 2.40 FLAG nnl�I F (4) 1/4-20SCRE SELF- 2 "�G MGLE THREADING SCREWS (P/N 100320) (2) 1/4-2Gx9/16' TRACK BOLTS & 2.75 I.. (2) 1/4-20 HEX I 7.36 NUTS 1HRG ANY 1—t 2 ALIGNING HOLES Al2GA 5.44 O 18GA NARROW BODY HINGE ® O 2 CENTER HINGE TYP (TEKI�EWS i-2.90 S2 (P/N 141868) F TOP BRACKET _ (P/N 108077) SE SEE CHAP PAGE I ;TRAPS NOT SH01 s LOCK SECTION M BOTTOM SECTION TYP BOTTOM os AL (SOME DOOR COMPONENTS (SOME DOOR COMPONENTS OMITTED FOR CLARITY) OMITTED FOR CLARITY) Approved: Nark R. Bartow, P.E. ® 3395 ADDISON DRIVE PENSACOLA, FL 32514 FLORIDA CERTIFICATION NO. 57389 Date: 1/4-20z5/8' SCREWS III LOCK OR OPERATOR REQUIRED KEYED HANDLE OR RIM CYLINDER SECURE LOCK SEE NTRUCDON MANUAL FOR MORE DETAILS ON ASSEMBLY PMT ND. 296545 2.50 1R m D RELEASE M PRODUCE ,E ® ENGINEERING