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Home My WebLink AboutProduct Approval; Sectional Exterior Doors.: .. �razat�rr o� ' 57' i trriE r Comntunl t� �� s 1, <l F Overview Product Search F WAYNE DALTON Product User: Public User - Not Associated with Organization - Application #: PAGE 02 Page 1 of 4 e d Hei 7 Date Submitted: FL22-Rl Code Version: 01/07/2005 2004 Product Manufacturer: Address/Phone/email: Wayne -Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 Category: 1Ea�te`�orl_�tooxs ; Subcategory: • SC Evaluation Method: Evaluation Report from a Product Evaluation Entity Referenced Standards from the Florida Building Code: ec on and Year 103, 7Alternate 2001 Materials and Methods 1606 Wind Loads 2001 2204 Cold- 2001 �Formed �I�'I. b, / r Steel l► BUCK ENGINEERING, INC. (27186) Construction Exterior Gordon F. Buck, P.E. (37549) .1707.4 window and 2001 2669 Forest Hill Boulevard, Suite 205 door West Palm Beach, FL 33406 assemblies (561) 965-1420 • Fa 561) 965-1423 Chapter Foam 26 2001 PIastics Chapter Steel 22 2001 Chapter Structural 2001 17 Tests and Inspections 1707.4.3 ASTM E- 1997 330-97 1707.4.3.1 DASMA 2002 108 http://Www.floridabuilding.org/pr/pl detl.asp?]PT=22&RV=1&fin=ROSreh 8/2/2005 08/2-8/2007 15: 35 772-220-1757 WAYNE DALTON PAGE 03 Page 2 of 4 Updated Code Sections when certified to the current Florida Building Code: Evaluation Entity; Quality Assurance Entity. - Validation Entity: Authorized Signature: EvaluatiowTest Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Application Status: Date Validated: Date Approved: Date Certified to the 2004 Code: 2001 Section 2004 Section 103.7 104.11 1606 1609 1707.4 1714,5 1707.4.3 1714.5.3 1707.4.3.1 1714.5.3.1 2204 2209 Chapter 26 2603 ICC Evaluation Service, Inc. Omega Point Laboratories Jeffrey P. Arneson, P.E. Wendi Frederick wfrederick@wayne-dalton.com �D 222 R1 T 0028 P7 n ldf PTID 22 RI T O1OtP4_p� P ID 2 R1_ T 0109 P3 Qdf PTID 22 Rl '1�Q110 P4 pdf PID 22 Rl T 0119 P3 odf PTID?2 RAT 0120 P3,�pdf PAD 22_ Rl T p121 P4 udf PTID 22 Rl T 0122, PS:pd i 22 RI T 0123 P4.pdf PT1D 22 R1 T 0124 P4 ndf ` PTID 22 R11�T 0 5 PI -ID 2 $1 T 0126 P5,pdf PTI, D 22 RI T 0127 P3 pdf P'pID 22 RI 7' n130. '4 P�f TID 22 R1 T 0131 P4 pdf PTTD 22 1 T 0132 P4, d PTID 22 RI T_01D P4.pdf 'TID 22 RI T 2210A•ndf ID 2 R_ I 8000 8100 E ension S rp i,Instr ction_�df PTRL_ 2 RI T 80,. $100 TorsionSpr, s ion.P f PTID 22 RI T 83008500 Extens-- sjon rine Ins�n ction pdf P- TID 22 T 83� 08500 Torsion Sp -ring Instruction dp fpdf g4D_22R1 �CeY(ifirata U Independencendf Method 1 Option C Approved 02/09/2005 02/14/2005 04/28/2005 http://www.iloridabuilding.org/pr/pxl_detj.asP?IPT--22&RV=l &fba=R0SrCh 8/2/2005 08/28/2007 15:35 772-220-1757 WAYNE DALTON PAGE 04 Page 3 of 4 x Page: Go Page 1 / 1 . pp/Seq Product Model # or MIF # Name Desc Limits of Use 2.1 10' thru As indicated in evaluation 8000/8100 #0028 Design Preport and installation +22.00 /drawings, Not to be used - in HVHZ. 2.2 8000/8100 #0108 Thru 9' As indicated in evaluation Design Preport and installation -29.3 / -drawings. Not to be used nHVHZ. Thru 9'As indicated in evaluation 2.3 8000/8100 #0109 Design PSF report and installation be +25.0 / -25 0 rawings. Not to be used In HVHZ, 2.4 8000/8100 #0110 10' thru 16' wide. As indicated in u ' Design PSF report and Installation +27.0 / -29.0 drawings. Not to be used in HVHZ. 2.5 8000/8100 #0119 sin lea e n Design PSF re Thru 9' wide. port and installation +37.0 / -37.0 drawings. Not to be used in HVHZ. Thru 9' wide. As indicated in evaluation 2.6 8000/8100 #0120 Design PSF report and installation +46.0 / -52.0 drawings. Not to be used in HVHZ. 10'2" thru 1612" As indicated in evaluation 2.7 8000/8100 #0121 ide. Design PSF report and Installation +31.0 / -33.0 drawings. Not to be used in HVHZ. 102" thru 16-2" As indicated in evaluation 2.8 9000/8100 #0122 •ide. Design PSF report and installation +44.0 / -49.0 drawings. Not to be used in HVHZ. 2.9 3000/8100 #0123 17'2" thru 18'2" As indicated in evaluation vide. Design PSF report and installation +30.0 / -32.0 drawings. Not to be used in HVHZ. 2.10 8300/8500/5150/5200 0124 10' thru 16' wide. As indicated in evaluation Design PSF report and installation +27.0 / -29.0 rawings. Not to be used in HVHZ. 2.11 300/8500/5150/5200 10' thru 16' wide. As indicated in evaluation 0125 Design PSF report and installation +22.0 / -24.66 drawings. Not to be used in HVHZ. 2.12 8300/8500/5150/5200 10' thru 16' wide. As indicated in evaluation 0126 Design PSF rePort and installation r. +33.0 / -37.5 drawings. Not to be used in HVHZ. - 2.13 8300/8500/5150/5200 Thru 9' wide. As indicated in evaluation 0127 Design PSF ePort and installation lilln 'y +46.0 /-52 0 rawings. Not to be used HVHZ. http://www.floridabuilding. org/pr/pi _detl. asp?IPT=22&RV=1 &fin=ROSrch 8/2/2005 08/28/2007 15:35 772-220-1757 WAYNE DALTON PAGE 05 • • Page 4 of 4 2.14 8300/8500/5150/5200 17' thru 18' wide. Design As indicated in evaluation report and installation 0 ! 30 PSF +22.0 / -24.67 drawings. Not to be used in HVHZ. 2.15 8300/8500/5150/6200 17' thru 18' wide. As indicated in evaluation 0131 Design PSF report and installation . +40.0 / -44.5 rawings. Not to be used in HVHZ. 2.16 8300/8500/5150/5200 Thru 9' wide. As indicated in evaluation 0132 Design PSF report and installation +31.0 / -36.0 rawings. Not to be used in HVHZ. 2.17 300/8500/5150/5200 Thru 9' wide. As indicated in evaluation 0133 Design PSF report and Installation +23.0 / -26.0 rawings.* Not. to be used in HVHZ. Next kr+��uxlw��cttm-�s i�als+r�aa�.�r�r� a J4gaa�a�! Copyrlaht and Disclaimer; o2000 The State of Florida. All rights reserved. r http://Www.floridabuilding.org/pr/pr detl.asp?IPT=22&RV=1&fm=ROSrch 8/2/2005 I-GLAZINGOPTIONS - .090' MINIMUM SSB GLAZING IN MOLDED FRAIX $CREWED TOGEPIER WITH A u11tnMUM OF (10) few SCREW3i INSTALLED WITOP OR INTERMEDIATE SECTION (WITH OR WITHOUT STATIC YA SWIND INSERTS) MEETS UNIFORM STATIC ND PRESSURES SHOWN ON THIS DRAWING. GLAZING IS NOT IMPACT RESISTANT ANO DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS. 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' 0_C, MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 3. KEY LOCK OR SLIDE LOCKS REQUIRED. 4. LOUVER OPTION - .OBD' MNIMUM ALUMINUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF 09) #3K1' SCREWS INSTALLED IN THE END PANELS OF THE BOTTOM SECTION. S. SECTION STEEL TO HAVE A MINIMUM 26 CA 7HICKNESS 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHAD. BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNEC71ON SUPPLEMENT FOR ATTACHMENT TD SUPPORTING STRUCTURE B. FOR LOW HEAD ROOM LIFT CONDITIONS. TOP BRACKET SMALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF SELF DRNG CRIM3P)TITE SCREWS B IILN UEU OF THE BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS 13 CA HORIZ ANGLE 1/4-2D:a/16' TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB-US JAMB BRACKET LOCATION AND TYPE KEY LOCK OR SLIDE LOCK EACH END (SEE NOTE 3). SLIDE LOCK SHOWN FOR CLARITY SHOWN. (SESHEET 2 FOR U-BAR )E SECTION 9. CONCRETE FLOOR SHALL 3-1/2' THICK AND 2500 PSI MINIMUMLI. LOCATIONS ON DOORS WITH 07HERSECTION QUANTITIES AND SEE NOTE T THIS SHEET FOR CLAM(; OPTIONS SUPERIMPOSED DESIGN PRESSURE AT P L8CAnoNS oN O'7iNER si-D�E DOORS. tlQ1E: 08-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2Dx9/16' TRACK BOLT AND NUT AS SHOWN ABOVE, (01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS GREATER THAN If N HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAXS, ® rrlt»uKE RATINGS APPROVED �ZES SCALE: N.T.S. SIZE; A a DESIGN (PSF} +34.40/-38.30 MAX WIDTH: W-0' DATE NAME TEST (PSF): +51.60/-57.45 MAX HEIGHT: 8G-D' DRAWN 5/23/06 GRT IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21' CHECKED 1/22/07 MRB MARK R. BARROW. PE MODELS 8000/8100 SHEET 1 OF 2 FLORIDA LICENSE N0. 57389 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 MNDLOAD SPECIFICATION OPTION CODE 1143 DRAWING PART N0. REV. (850) 474-969D 327023 P 1 3 GA ROLLER SLIDE ATTACHED TO BRACKET WITH 5/16-18 BOLT h NUT IN CENTER SLOT AND 1/4-20xB/16- CK BOLT Si 1/4-20 HEX NUT OUGH ANY TWO ALIGNING HOLES 13 GA COMMERCIAL •A' FRAME TOP BRACKET ATTACHED PATH (4) 1/4-14x7/8' SELF ; DRILLING CR1MPDlE SCR / ADD (2) 1/4-14x7/8' DETNL A SELF DRILLING CRIMPTNIE SCREWS _ (INSIDE OF EACH END HINGE) NYLON STORMGARD ROLLER �• WITH 4-1/2- STEM 14 GA WIDE BODY END HINGE ATTACHED WITH 4) 1/4-144/07 SELF TAPPING SCREWS . i . DFT917 I R 18 GA NARROW BODY INTERMEDIATE HINGE ATTACHED WITH (4) Q 1/4-14t5/8" SELF TAPPING SCREWS O 14 GA B0170M BRACKET ATTACHED WITH (2) I C 1/4-14x7/8" SELF DRILLING CRMPTITE SCREWS THROUGH STRUT AND BOTTOM BRACKET AND 1 %4-14x5//B�' SELF DRILLNG PAMPER IIESISTAN-�= T fIIW7FR M WID30MAIE LILYE &PLS! lWJ7AW 17' 16• I�f i Jf I�II�' ICIII�InICI IMI (5) SECTION DOORS WITH (7) 3' 20 GA &1 K51 U-BARS LOCATED AS SHOWN (4) SECTION DOORS WITH (5) 3- 20 GA 80 KSI U-BARS LOCATED AS SHOWN I 1 ATTACH U-BAR WITH (2) 1/4-14x7/8- SELF DRILLING CRIMPTITE SCREWS AT EACH STILE LOCATION, TYP. REVISIONS \DETAII D TOP PLATE HEADER EXTENSION (4) 1/4-14x5/6' NO. 2 HALF HINGE - 18 GA CENTER HINCE SELF TAPPING SCREWS ALIGN BOTTOM OF HEADER LOCK BRACKET TOP LOCK o HINGE WITH TOP POST OF THE U-BAR PLATE (2) 5/16 FLAT (4) 1/4-14x7/8' '1 WASHERS SELF DRILLING LOCKING (LOCKING SEWS 'STRAP I TRAP HITCH PI 0 (4) 5/16xl-5/e" LAG / (2) 5/16-12x1' SL1F / SELF DRILLING SCREWS W/ 5/16 SCREWS .� DRILLING SCREWS POST FLAT WASHER 5/16-18.2-1/2' HEX BOLT &NUT o 4 5 16-t2:Y ) / SELF HITCH PIN - - BOTTOM BRACKET 1/2-13.3-1/2' \ / • HEX BOLT _ DRILLING SCREWS - \ _ - LL (4) 5/16-12x1' SELF 1/2-13 HEX NUT DETAIL F DRILLING SCREWS AI OET L E NNER DETAIL POST STATIC PRESSURE RATINGS APPROVED SIZES SCALE N.T.S. SIZE: A a ® DESIGN (PSF): +34.40/-38.30 MAX WIDTH: IV-O' DATE NAME TEST (PSF): +51.60/-57.45 IMAX HEIGHT: B'—O" DRAWN 5/23/06 GRT IMPACT/CYCLIC RATED (YES/NO): NO I MAX SECTION HEIGHT: 21' CHECKED 1/22/07 MRB MODELS 8000/8100 SHEET 2 of 2 MARK R. BARROW, PE FLORISA LICENSE NO. . ` 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 i, DRAWING PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 1143r' °327023 57389 (B50) 474-9890 w P .