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HomeMy WebLinkAboutProduct Approval1 2 3 4 5 n 7 r, F E 1D7 C B A Door Height 7' - 0" Shown See chart below for other door heights Top Bracket DETAIL A (sheet 2 of 3) Bottom Bracket I End Hinges Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Door Width 16' - 2" Shown See chart below for other door widths Strut & Strut Attachment Detail E (sheet 2 of 3) This product has been evaluated per ANSI/DASMA 108 for static air pressure. This product has been evaluated per ANSI/DASMA 115 for large missile impact and cyclic wind pressure. PAN C2410 & R2410 SERE! PAN C2480 & R2480 SERE! PAN C2481 & R2481 SERE! PAN C2482 & R2482 SERE! PAN R2580 SERIES PAN R2581 SERIES PAN R2582 SERIES PAN C2460 & R2460 SERIES PAN C2461 & R2461 SERIES PAN C2471 & R2471 SERIES PAN C2472 & R2472 SERIES PAN R2560 SERIES PAN R2561 SERIES PAN R2571 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 Minimum Center Stiles Hinges Minimum Center Stiles Hinges Minimum Center Stiles Hinges Impact Resistant '10'-2" 49.7 -55.5 Single 4 2 3 1 5 2 NO 12'-2" 41.5 -46.3 Single 5 2 5 2 5 2 NO 14'-2" 35.7 -39.8 Single 6 3 5 2 7 3 NO 16'-2" 31.3 -34.9 Single 7 3 7 3 7 3 YES 18'-2" 24.7 -27.6 Single 7 3 7 3 7 3 NO 21 20.1 -22.4 Single 9 5 9 5 11 5 NO '10'-2" 31.3 -34.9 Single 4 2 3 1 5 2 YES 12'-2" 31.3 -34.9 Single 5 2 5 2 5 2 YES 14'-2" 31.3 -34.9 Single 6 3 5 2 7 3 YES This product is designed and sold by PST PST required for any given site. 1 2 The AHJ or Engineer of Record is responsible for determining the 3 U Intermediate Hinge Detail D (sheet 2 of 3) NOTE: Track configuration above the door opening does not affect the wind load rating of the door. Slide Lock or Lock Bars Detail G (sheet 2 of 3) Manual door locks are required unless an automatic operator is installed. 1 542' 7 382' +/- 311 222' +/- 3" 4" +/- 3" 101 " +/- 3" Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. 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" 4 4 5 6'-3" 4 4 5 6'-6" 4 4 6 6'-9" 4 4 6 T-0" 4 4 6 T-6" 5 5 7 T-9" 5 5 7 8'-0" 5 5 7 Maximum section height is 21 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 hJ /1Ti!• C. i nese arawings 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. 2 IMPACT RESISTANT FL #16650.20 I 320 Sycamore Wauseon, Ohio 43567 © Copyright 2014 Flag Bracket ail H (sheet 2 of 3) nb Bracket _ (sheet 2 of 3) Digitally signed by Jahn E. Scates P.E. Date: 2019.07.16 15:31:36-05'00' S. i No.51737 �O STATE OF 1 , rrlll 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 DESCRIPTION: 16' 2" PAN 2000 SERIES WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +31.3/-34.9 PSF DRAWING III WL-2000-0194-31-35 REV. H DRAWN BY: MVS DATE DRAWN: 4/17/14 REV. DATE: 7/8/19 MODEL(S): See Sheet 3 SHEET:1 OF 3 7 8 F E FBI C B A 1 2 3 4 5 6 7 8 PUSH NUT 2411 CREW END STILES END HINGE 1/4" XTEK 7/16" 3/4" Hex Washer Head 6 Ga Galvanized Steel See DETAIL K for push nut 4 Ga Galvanized Steel Self Drilling (3 per Bottom Bracket) 0 F 0El 0 PUSH NUT placement. ° TEK SCREW F 0 0 7/16" 1/4" X3 /4" Hex Washer Head BOTTOM BRACKET o See DETAIL K for push nut TEK SCREW ° Self Drilling (6 per Hinge) 13 Ga Galvanized Steel placement. 1/4" X 3/4" Hex Washer Head ADJUSTABLE TOP FIXTURE Self Drilling (2 per Bracket) NOTE: This screw should be NUT 12 Go ° located below the prepunched hole 7/16" 0 ® and go through the hinge, end stile See DETAIL K for push nut LOW HEADROOM TOP ® TEK SCREW BRACKET and skin edge placement. 1/4" X 3/4" Hex Washer Head 000®0 Self Drilling (4 per Bracket) PUSH NUT BOTTOM SEAL 7/16" DETAIL A DETAIL B see DETAIL K for push nut DETAIL C LOW HEADROOM E placement. E TOP BRACKET 2 " 3 1 /2" x 4" E STRUT 4 INTERMEDIATE STILE 18 Ga 50 KSI Minimum 16 Ga Galvanized Steel Galvanized Steel 4" JAMB BRACKET ° 1�� 12 Go Galvanized Steel 00000 SLIDE LOCK or LOCK BARS rF zi 0 ®° INTERMEDIATE HINGE ° (not required with operator) 1 rr :::0:) 18 14 Go Galvanized Steel 32 or 0 0 ° TEK SCREW 0®0 TEK SCREW BOLT & NUT 1/4" X 3/4" Hex Washer D Head Self Drilling (4 per 4" X 3 4" Hex Washer Head / / 1/4-20 X 5/8" Carriage TEK SCREW Slide Lock) p Self Drilling (4 per Hinge) 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer ° DETAIL D DETAIL E Head Self Drilling (2 per DETAIL F Nut (1 per Jamb Bracket) DETAIL G End & Intermediate Stiles) 0 0 0 0 °CEd wow NOTE: Details on some views omitted for clarity. UU ° WITH WITHOUT BCE 00 00 Double end stiles and end hardware may be mum �0 0 0 00 provided on wider or heavier doors. 0 0 0 0 0 0 0 o C 0 0 00 0 o Maxim�L3�rr FLAG BRACKET ������//�// C ,um °� ° ° 1 /2 E• SCA // 0 ��� DETAIL K ROLLER BOLT ����0�;?�GENg�•;CtP'��� RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 5/16 X 1 5/8" Lag Bolt COMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominal ( g ) No 51737 space of maximum Eleven Ball Nylon or 4 per FIa Bracket For Low Headroom & Vertical Lift & Vertical Lifte r With 2" Track and With 2" Track and With 3" Track and /2" between the roller Ten Ball Steel with BOLT' Single End Stiles Single End Stiles Single End Stiles hub and the outside a Minimum Workable XN5T8" Track Bolt �'C STATE OF / / edge of the roller Shaft Length Shown. �0 holder which is set by & 1/4-20 Hex Washer Nut % G\�.\`� /// ���•. COR�� ' ° ° ° ° the push nut. (2 for Horizontal & 2 for /// ss�0IVAl— B Vertical Track) B ° ° ° DETAIL H 0 Min. DOOR SKIN Min. John E Scates, P.E. ° of 1" Minimal 25 Ga Galvanized Painted Steel of 1" 2560 King Arthur Blvd. Ste 124-54 o ° Lewisville, Texas 75056 000 ° IMPACT RESISTANT Florida P.E. ## 51737 O ° ° O ° LEA° ° ° ° ° FL #16650.20 Professional Engineer seal provided only for COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY verification of wind load construction details. For Standard, High & For Low Headroom With BOLT & WASHER DESCRIPTION: VERTICAL TRACK — 2" Nominal WOOD JAMB 5/16" X 1 5/8" Lag Bolt & 2" O.D. 16'2"PASECTIO AL DO INDLOAD Vertical Lift With 3" Track 3" Track and DOUba x 7/16" I.D. Flat Washer 13 Ga Galvanized Steel tested. The vertical wood jamb SECTIONAL DOOR am A and Double End Stiles End Stiles NOTE: Jamb bracket must be in 3" Nominal 13 Ga is also fasteners may be counter sunk DESIGN PRESSURE +31.3/-34.9 PSF A ALTERNATE BOTTOM BRACKETS direct contact with the 2x6 (No approved as an alternate. t0 provide e flat mounting surface. See jamb attachment DRAWING NO.: WI.,-2000-0194-31-35 REV. H drywall allowed). NOTE: The bottom bracket tested (shown in DETAIL C) is the lightest bracket NOTE: The flat washer is not required details on sheet 3 for attaching 320Sycamore DRAWN BY: MVS DATE DRAWN: 4/17/14 REV. DATE: 7/8/19 jambs to the structure. Wauseon, Ohio 43567 available. for angle mount. 4CopyrigM2014 MODEll See Sheet 3 SHEEi:2OF3 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 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 Building Minimum 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" 22" 482 1 1 /8" OD washer IF IE ID C '`\j0�.? No. 51737 W * • NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. STATE OF %• 1 2 3 4 5 6 ��//�SS/ONA1- �? \ B i/Il (11 John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. ## 51737 FL #16650.20 Professional Engineer seal provided only for verification of wind load construction details. DESCRIPTION: 16'2" PAN 2000 SERIES WIND LOAD 011, SECTIONAL DOORA PRESSURE +31.3/-34.9 PSFDRAWING WDESIGN NO.: L-2000-0194-31-35 REV. H sycamore DRAWN BY. MVS DATE DRAWN: 4/17/14 REV. DATE: 7/8/19 Wauseon, Ohio © Copyright 2014567 MODEL(S): See Sheet 3 SHEET: 3 OF 3 7 8