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HomeMy WebLinkAboutPRODUCT APPROVAL1 2 3 4 l 5 M. 7 P F E 1D7 C B A Door Height 8' - 0" Shown See chart below for other door heights Door Width 9' - 2" Shown See chart below for other Top Bracket door widths DETAIL A (sheet 2 of 3) V IWI 11 I ° Slide Lock or Lock Bars Detail G (sheet 2 of 3) Manual door locks are required unless an automatic operator is installed. 662' +/- 311 382' +/- 311 NOTE: Track configuration above the door opening does not affect the wind load rating of the door. Bottom Bracket ---/ �-- End Hinge Strut & Strut Attachment '\\— Intermediate Hinge 4" +/- 3" J Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) 102' +/- 3r� This product has been evaluated per ANSI/DASVA 108 for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. This product has been evaluated per ANSI/DASVA 115 for large missile impact and cyclic wind pressure. PAN C2460 & R2460 SERIES PAN C2410 & R2410 SERIES PAN C2461 & R2461 SERIES PAN C2480 & R2480 SERIES PAN C2471 & R2471 SERIES PAN C2481 & R2481 SERIES PAN C2472 & R2472 SERIES PAN C2482 & R2482 SERIES PAN R2560 SERIES PAN R2580 SERIES PAN R2561 SERIES PAN R2581 SERIES PAN R2571 SERIES PAN R2582 SERIES PAN R2572 SERIES PAN C2011 SERIES PAN C2015 SERIES PAN C2411 SERIES PAN C2415 SERIES PAN C2511 SERIES Door Widths Up To Design Pressures + psf - psf End Stile Center Stiles Hinges Center Stiles Hinges Center Stiles Hinges Impact Resistant 8'-2" 39.2 -43.7 Single 3 1 3 1 3 1 NO 9'-2" 35.0 -39.0 Single 3 1 3 1 3 1 YES 10'-2" 28.4 -31.7 Single 4 2 3 1 5 2 NO 12'-2" 19.8 -22.1 Single 5 2 5 2 5 2 NO 8'-2" 35.0 -39.0 Single 3 1 3 1 3 1 YES This product is designed and sold by PST PST required for any given site. 1 El The AHJ or Engineer of Record is responsible for determining the 3 U Supporting structural elements are to be designed by a registered professional engineer for specific wind loads. Door Height Total # of Sections Total # of Struts Jamb Brkts per Side 6'-0" 3 3 3 6'-0" 4 4 3 6'-3" 4 4 3 6'-6" 4 4 4 6'-9" 4 4 4 7'-0" 4 4 4 7'-3" 4 4 4 7'-6" 4 4 4 7'-6" 5 5 4 7'-9" 4 4 4 7'-9" 5 5 4 8'-0" 4 4 4 8'-0" 5 5 4 Maximum section height is 24 in. Maximum door height is 16 ft. All doors, even those above the tested height, are available with jamb brackets or commercial full angle. The maximum spacing of the jamb brackets/track clips should be maintained. 5 NOTICE: These drawings are a supplement to the installation instructions for a standard door and only covers those procedures that vary from standard door installation. If these specific procedures are not followed, the door may not perform as designed. IMPACT RESISTANT 2 FL #16650.6 Flag Bracket ail H (sheet 2 of 3) nb Bracket F (sheet 2 of 3) Digitally signed by John E. Scates P.E. Date: 2018.08.07 18:07:46-05'00' 320 Sycamore Wauseon, Ohio 43567 © Copyright 2014 r No. 51737 e «O STATE OF �4Q; j � 0 ,• �' � lON AN%-, �? 111111\ John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E. # 51737 Professional Engineer seal provided only for verification of wind load construction details F E Fell C B DESCRIPTION: 9' 2" PAN 2000 SERIES WIND LOAD SECTIONAL DOOR A DESIGN PRESSURE +35.0/-39.0 PSF DRAWING Ill WL-2000-0110-08-35-39 REV. F DRAWN l MVS DATE DRAWN: 5/30/14 REV. DATE: 8/3/18 MODEL(S): See Sheet 3 SHEET:1 OF 3 7 8 1 2 3 4 5 6 7 8 STILES PUSH NUT 311 24 Go Galvanized Steel 7/16„ END HINGE TEK SCREW ee DETAIL K for push nut 14 Ga Galvanized Steel 1/4" X 3/4" Hex Washer Head F ®PUSH NUT placement. ®TEK SCREW Self Drilling (3 per Bottom Bracket) F /16" 1/4" X 3/4" Hex Washer Head ee DETAIL K for push nut TEK SCREW o BOTTOM BRACKET Self Drilling (6 Hinge) per lacement. 1/4" X 3/4" Hex Washer Head 13 Ga Galvanized Steel V1/4" Self Drilling (2 per Bracket) NOTE: This screw should be ADJUSTABLE TOP FIXTURE 0 located below the prepunched hole PUSH NUT 02 Ga and go through the hinge, end stile 7/16" LOW HEADROOM TOPTEK SCREW BRACKET ® and skin edge See DETAIL K for push nut X 3/4" Hex Washer Head placement. Self Drilling (4 per Bracket) PUSH NUT 7/16" BOTTOM SEAL DETAIL A DETAIL B See DETAIL K far push nut DETAIL C LOW HEADROOM E placement. E rr TOP BRACKET 2 4 3 1/4" x 3 1/4" E STRUT INTERMEDIATE STILE 18 Go 70 KSI Minimum 16 Go Galvanized Steel i "" Galvanized Steel 1rr JAMB BRACKET o _ _� 00000 12 Ga Galvanized Steel SLIDE LOCK or LOCK BARS o ®o INTERMEDIATE HINGE 0 ° (not required with operator) 18 or 14 Ga Galvanized Steel 34 0 0\0/4" 0 0 0 000 TEN SCREW 1/4" X 3/4" Hex Washer D TEN SCREW BOLT & NUT Head Self Drilling (4 per p X 3 4" Hex Washer Head \ / / 1/4-20 X 5/8" Carriage TEN SCREW Slide Lock) Self Drilling (4 per Hinge) o Bolt & 1/4-20 Hex Washer 1 /4" X 3/4" Hex Washer DETAIL D DETAIL E Head Self Drilling (2 per DETAIL F Nut (1 per Jamb Bracket) DETAIL G End & Intermediate Stiles) WITH AND WITHOUT BRACE Oo Oo 0 0 NOTE: Details on some views omitted for clarity. �t000 o a Double end stiles and end hardware may be C required on wider or heavier doors. C O 0� Maximum E• SC � \`r�s`�/�/ RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 1/2" COMMERCIAL For Standard, High For Standard, High DETAIL K FLAG BRACKET ` •,, For Low Headroom & Vertical Lift & Vertical Lifte o o 0 0 0� ; No. 51737 • With 2" Track and With 2" Track and With 3" Track and There should be a space of UU BOLT r Single End Stiles Single End Stiles Single End Stiles maximum 1/2" between the 0 5/16 X 1 5/8" Lag Bolt * ; a 0 (4 per Flag Bracket). ��STATE OF ��Vj` ALTERNATE BOTTOM BRACKETS roller bthendrollere edge of holder , 0� BOLT & NUT //�i���•FLOjZ��P' NOTE: The bott,_rii L_r_r=bet tested (shown in DETAIL C) is the lightest bracket available. Which is Set by the push Ui� N� B nut. & 4-2020 H 8„ Washer ck Bolt //aSIONAL �?� B ex //1111111 Min. Min. (2 for Horizontal & 2 for DOOR SKIN of 1" Minimal 25 Ga Galvanized Painted Steel of 1" Vertical Track) John E SCates, P.E. 2560 King Arthur Blvd. Ste 124-54 MPACT RESISTANT Lewisville, Texas 75056 Florida P.E. # 51737 ��L:3 rr2 FL #16650.6 Professional Engineer seal provided only for Z'T'WASHER ROLLERverification of wind load construction details. VERTICAL TRACK — 2" Nominal WOOD JAMB DESCRIPTION: 16"7/1 X 1 5/8" Lag Bolt & 2" O.D. 13 Go Galvanized Steel tested. x 7/16" I.D. Flat Washer The vertical wood jamb 2 Diameter Nominal9'2"PAN2000SERIES WIND LOAD x 3" Nominal 13 Go is also DETAIL H A NOTE: Jamb bracket must be in fasteners may be counter sunk Eleven BcIl Nylon or SECTIONAL DOOR am A provide flat approved as on alternate. p g direct contact with the 2x6 (No PP Ten Ball Steel with DESIGN PRESSURE+35.0/-39.OPSF s e b attachment drywall allowed). surface. See jamb attachment DRAWING NO.: VVL-2000-0110-08-35-39 REV. F details on sheet 3 for attaching a Minimum Workable NOTE: The flat washer is not required for angle mount. jambs to the structure. Shaft Length Shawn. 320Sycamore DRAWN BY. MVS DATE DRAWN: 5/30/14 REV. DATE: 8/3/18 Wauseon, Ohio © Copyright 2014567 MOOEIl See Sheet 3 SHEET: 2 OF 3 1 2 3 4 5 6 7 8 IF EI DI CI BI AI 1 2 3 MODEL NUMBERS MODEL NUMBERS AVAILABLE PAN C2011 SERIES PAN C2015 SERIES PAN C2411 SERIES PAN C2415 SERIES PAN C2511 SERIES PAN C2410 & R2410 SERIES PAN C2460 & R2460 SERIES PAN C2461 & R2461 SERIES PAN C2471 & R2471 SERIES PAN C2472 & R2472 SERIES PAN C2480 & R2480 SERIES PAN C2481 & R2481 SERIES PAN C2482 & R2482 SERIES PAN R2560 SERIES PAN R2561 SERIES PAN R2571 SERIES PAN R2572 SERIES PAN R2580 SERIES PAN R2581 SERIES PAN R2582 SERIES 4 FASTENER TO CONTINUE PAST HEADER OPE HEI FIRST FASTENEF ABOVE THE FI 5 6 7 8 0 0 0 0 0 0 NING 0 0 CHT — 2 X 6 GRADE 2 OR BETTER SOUTHERN — o PINE JAMBS. o SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. MAXIMUM ON 0 0 CENTER SPACING 0 0 4" to 10" _OOR OPENING WIL)IH WOOD JAMB ATTACHMENT BuildingMinimum Minimum Minimum Maximum Allowable Structure Fastener Type Embedment Edge Distance on Center Spacing on Center Spacing Tension Load Min. 2500 PSI to Tapcon + (PLUS) 2" 2.50" 5.00" 24" 551 4000 PSI Concrete 1/4" w/ 1" OD washer Southern Pine 3/8" Lag w/ 1.50" 1.50" 1.50" 24" 620 1 1 /8" OD washer Spruce Pine Fir 3/8" Lag w/ 1.50" 1.50" 1.50" 24" 482 1 1 /8" OD washer IF IE ID jll�\\11I 1111/�'/ N I.0�? c N SC-4)". s C % No. 51737 r W * • = NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. r •Q STATE OF ' 41- ` 1 2 3 4 5 LORM SS/ONA%- �? � B /Ir i I 1\\\ E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 IMPACT RESISTANT Lewisville, Texas 75056 Florida P.E. # 51737 FL #16650.6 Professional Engineer seal provided only for verification of wind load construction details. DESCRIPTION: 9'2" PAN 2000 SERIES WIND LOAD 011, SECTIONAL DOORA PRESSURE +35.0/-39.0 PSFDRAWING WDESIGN NO.: L-2000-0110-08-35-39 REV. F sycamore DRAWN BY. MVS DATE DRAWN: 5/30/14 REV. DATE: 8/3/18 Wauseon, Ohio © Copyright 2014567 MODEL(S): See Sheet 3 SHEET: 3 OF 3 6 7 8