Loading...
HomeMy WebLinkAboutFL17430_R3_II_WL-0600-0194-08-48-52HVHZ_RevC_sC A B D F E Door Height 8' - 0" Shown See chart below for other door heights 10'-0" thru 11'-11" 12'-0" thru 13'-11" 14'-0" thru 15'-11" 16'-0" thru 16'-2" 15'-6" thru 16'-2" 9'-3" thru 9'-11" 10'-0"thru 13'-2" 13'-3" thru 16'-2" This This PSF B 1 E 9'-3" thru 11'-2" 11'-3 "thru 15'-6" 15'-7" thru 16'-2" 9'-3" thru 11'-2" 11'-3" thru 14'-11" 0 Door Widths Up To 9'-3" thru 9'-11' Design P + psf 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 EM 7-5-3-Er-5 Top Bracket DETAIL A (sheet 2 of 3) 2 Maximum Door Width 16' - 2" D*zE]r-9 0 Ir-9 I r--9 0 11 11 11 11 11 L_,1 0 L_,1.L_,1 U81443 . c j.* U·*11 Sfil . 2 1**Ill :D :ID Bottom Bracket L End Hinge Detail C (sheet 2 of 3)Detail B (sheet 2 of 3) This product has been tested per TAS202-94 for static air pressure. This product has been tested per TAS201/203-94 for large missile impact and cyclic Model Number ressures - psf -52.0 -52.0 -52.0 -52.0 -52.0 -52.0 -52.0 -52.0 -52.0 -52.0 -52.0 -52.0 -52.0 -52.0 End Stiles Double Double Double Double Double Double Double Double Double Double Double Double Double Double HT _80 & 2_80 SERIES HT _81 & 2_81 SERIES HT _82 & 2_82 SERIES HT 90 & 2 90 SERIES Cen Stiles 3 4 5 6 7 1 1 1 1 H H H H 1 H H I 11 ' III HIO®t] Il 2 2 2 2 2 1 4 m 2 2 + ter Hinges 1 2 2 3 3 :E] Ir7 .F--9 D*zE]F--,1 0 Ir-91 0 rn o 11 11 11 11 11 eu .U L_,1 0 L_,10 L_J o product is available in narrower sizes product is designed and sold by PSF. required for any given site, A HT _60 & 2_60 SERIES HT _61 & 2_61 SERIES HT _63 & 2_63 SERIES HT _64 & 2_64 SERIES HT 900 SERIES Center Stiles Hinges 00« 2 2 Z'1[1 <1 1242222222<1'L N H H H H I H H H I H 31 52 73 0101 00+IlL 3 0 0 <*) 1\ D*iII F-no Ir-9 n - L_J .U. - 1 1 I \ \ \ L Strut & Strut Attachment Detail E (sheet 2 of 3) wind pressure. HT _70 & 2_70 SERIES HT _71 & 2_71 SERIES HT _72 & 2_72 SERIES HT _73 & 2_73 SERIES HT 74 & 2 74 SERIES Center Stiles Hinges Dz:=C] El:p--9 .r--9 I 11 11 L_,1 0 L_,1. 5 00« Oll I)1111111111111, lillj'IHIHIHI<11 »104 3 5 7 1 1 1 1 with the same PSF and constructed as The AHJ or Engineer of Record is 404 0101 1111'll'1111111, 131111111111111, 1 2 3 HT_10 & 2_10 SERIES HT_12&2_12 SERIES HT_14&2_14 SERIES HT_16&2_16 SERIES HT_32&2_32 SERIES HT 33 & 2 33 SERIES Center Stiles Hinges 11111 21,,,111 1110« 40 1 01*00 111#litilitill,/.1 ;nIHHIHHHHHHHERl %32 3 1 2 L /////////////n 7 3 shown. responsible for determining the 4 A I mpact Resistant YES YES YES YES YES YES YES YES YES YES YES YES YES YES 6'-0" 6'-0" 6'-3" 6'-6" 6'-9" 7'-0" 7'-3" 7'-6" 7'-6" 7'-9" 7'-9" 8'-0" 8'-0" H R=:1 3 4 4 4 4 4 4 4 5 4 5 4 5 3 4 4 4 4 4 4 4 5 4 5 4 5 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 quantity and dimensional location of the jamb brackets/track clips and the jamb mounting shown above should be maintained. 21 S 6 NOTE:Track configuration above the door opening does not affect A the wind load rating of the door. 00 F--DOUBLE STEEL END STILE / 16 Ga Galvanized Steel 54;" +/- 3"78;' +/- 3" 211%4- 66J" +/- 3" 38" +/- 3"20 -913 -\ , f B 22;" +/- 3" M* s 1 ZI, Lili L Intermediate Hinge =A T L Slide Lock Shown Detail G or Detail D (sheet 2 of 3)4" +/- 3" -1 Lock Bars Detail J (sheet 2 of 3) 101" +/- 3" - are for use with grade 2 or better southern 0 Cj Jan-b bracket quantities shown pine jambs. Supporting structural element designs are to be the responsibility of the professional of record for the building or structure for the loads listed on this drawing. Total JambDoorNo. of Total # of Struts Brkts/Strut Height Sections Configuration Side SEE SHEET 3 OF 3 5 5 5 6 6 6 6 7 7 7 7 7 7 r- NOTICE: These drawings are a supplement to the installation instructions for a standard door and only covers those procedures that vary frorn standard door installation. If these specific procedures are not followed, the door rriay not perform as designed. REV. A B C ZONE REVISIONS DESCRIPTION Flag Bracket Detail H (sheet 2 of 3) Jamb Bracket Detail F (sheet 2 of 3) 8 Digitally signed by John E. Scates, P.E. Date: 2016.08.17 22:00:20 -05'00' John E Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 Professional Engineer seal provided only for IMPACT RESISTANT verification of wind load construction details. FL #17430.2 1 EEIW Iriril 320 Sycamore Wauseon, Ohio 43567 © Copyright 2014 7 BY MVS MVS MVS \\\\/11111//4/''$6 15-?9442%2 6 St>«CENE/.42 44 S / No. 51737 % ,0 5 S , - - 0*=* -54'' STATEOF ;gs ,=itips..00 This product has been evaluated for use in the High Velocity Hurricane Zone (HVHZ) DESCRIPTION: 16' 2" HT 600, 700, 2000, 800 & 900 SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +48.0/-52.0 PSF DRAWING NO.: WL-0600-0194-0848-52HVHZ SHEET: 1 OF 3 REV. C DATE DRN: 12/1/14 | DRAWN BY: MVS MODEL(S): See Sheet 3 DATE 2/5/15 6/10/15 8/9/16 C A F B D E 1 000 0 0/0 -»U» l O 00 OrS D ETAI L A 0 0 0 T&01* 41 D ETAI L C 0 0 0 00 0 2 PUSH NUT 7/16" See DETAIL K for push nut placernent TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (3 per Bottom & 2 per Adjustable Inner Bottorn Brackets) BOTTOM BRACKET 13 Ga Galvanized Steel COMMERCIAL HEAVY DUTY For Standard, High & Vertical Lift With 3" Track and Double End Stiles ADJUSTABLE TO FIXTURE 12 Ga TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Bracket) ADJUSTABLE INNER BOTTOM BRACKET PUSH NUT 7/16" See DETAIL K for push nut placement, BOTTOM SEAL L 3 r LOW HEADROOM TOP BRACKET PUSH NUT 7/16" See DETAIL placement. K for push nut TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (2 per Bracket) LOW HEADROOM TOP BRACKET 23"-- INTERMEDIATE HINGE 18 or 14 Ga Galvanized Steel TEK SCREW« 1/4'. X 3/4" HexWasher Head Self ___C or Drilling (4 per Hinge) 0 0 0000 0000 COMMERCIAL HEAVY DUTY For Low Head room With 3" Track and Double End Stiles DETAIL D ALTERNATE BOTTOM BRACKETS NOTE:The bottom bracket tested (shown in DETAIL C) is the lightest bracket available, NOTE The location of the intermediate hinges is indicated by the toggle lock dimples at the top of each section. 4 A 5 6 2111 --"=-- ««-sr- END HINGE A-></ 14 Ga Galvanized Steel / \ _tr- TEK SCREW |0 Q 0| |0 « 1/4" X 3/4. Hex Washer1SSIt[IlSEI]11--- Head Self Drilling (4 per _ 11;JJ Hinge)O 9 0 lo Y 9 V i O_OL PUSH NUT 7/16.See DETAIL K for push nut placement DETAIL B D ETAI L E - F SLIDE LOCK (One On Each >i Side of The Door) or/ 00000 , \ LOCK BARS (see DETAIL J) C. 1[ /1 SLIDE LOCK or LOCK BARS Engages into the vertical track on each side of the door TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per DETAIL G Slide Lock) Jannb Load Jamb Load = +/- 390 lbs/ft tall A Min.Min. of 1"- F of 1" BOLT & WASHER 5/16" X 1 5/8" Lag Bolt & 2" O,D. x 7/16" I.D. Flat Washer NOTE Jarnb bracket must be in direct contact with the 2x6 (No drywall allowed). NOTE: A 5/8" nlinirnal O.D. flat washer (not provided) is required for angle mount. A VERTICAL TRACK 13 Ga Galvanized Steel tested 3" Nominal 13 Ga is also approved as an alternate. SECTION B-B WOOD JAMB The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.See jamb attachment details on sheet 3 for attaching jombs to the structure. OUTSIDE HANDLE DETAIL J LOCK BARS Engage Into the vertical track on each side of the door Alternate Lock Configuration 3 1/2" x 5" E STRUT 18 Ga 70 KS I Minimum Galvanized Steel - 5" - O rprn D ETAI L H TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (2 per DETAIL FEnd & Intermediate Stiles) Il I 1„3-2 7" - ROLLER FLAG BRACKET (FOR DOUBLE HARDWARE) 2" Diameter Norninal Eleven Ball Nylon or Ten Ball Steel with a Minimum Workable Shaft Length Shown. r- REV. A B C ZONE BY MVS MVS MVS REVISIONS DESCRIPTION JAMB BRACKET 12 Ga Galvanized Stee BOLT & NUT 1/4-20 X 5/8" Carriage Bolt & 1/4-20 Hex Washer Nut (1 per Jamb Bracket) NOTE: BOLT 5/16 X 1 5/8" Lag Bolt (4 per Flag Bracket). BOLT & NUT 1/4-20 X 5/8" Track Bolt & 1/4-20 Hex Washer Nut (2 for Horizontal & 2 for Vertical Track) IMPACT RESISTANT FL #17430.2 i .5 5- - 1,1 .. 320 Sycamore Wauseon, Ohio 43567 © Copyright 2014 7 1,2 8 --I D ETAI L K There should be a space of 1/4" between the roller hub and the outside edge of the roller holder which is set by the push nut. Details on some views ornitted for clarity. Double end stiles and end hardware may be required on wider or heavier doors. ar * S. Sc'/4/M,000.-se,ai,-9 4.S / : Q.2: : No. 51737 \ C, - '*=* =.O,STATE OF ;4' e 5 0% :8'33 7 O*' 'LOR\0•'*94/=»ES: John E Scates, P.E. 3121 Fairgote Drive Carrollton, Texas 75007 Florida P.E. # 51737 Professional Engineer seal provided only for verification of wind load construction details. DESCRIPTION: 16' 2" HT 600, 700, 2000, 800 & 900 SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +48.0/-52.0 PSF DRAWING NO.: WL-0600-0194-0848-32HVHZ SHEET: 2 OF 3 REV. C DATE DRN: 12/1/14 | DRAWN BY: MVS MODEL(S): See Sheet 3 DATE 2/5/15 6/10/15 8/9/16 C A E F B D t ;9 1 3 3 OPENING HEIGHT 0 0 t 0 0 1" THICK - HT 600 SERIES 1§" THICK - HT 700 SERIES 2" THICK HT 2000 SERIES 3" THICK - HT 800 SERIES 2 /- FASTENER TO CONTINUE PAST HEADER {41, 44 «««<-2X 6 GRADE 2OR BETTER SOUTHERN -PINE JAMBS./ SEE CHART FOR WOOD JAMB ATTACHMENT »»»\» TO BUILDING STRUCTURE. MAXIMUM ON CENTER SPACING 26 GA MIN. EXTERIOR DDS OR CS STEEL SKIN WITH 640 MIN. GALVANIZED, BAKED-ON POLYESTER PAINT TOP COAT. MIN. YIELD:25 KSI SECTION A-A A 0 0 FIRST FASTENER 4" to 10" ABOVE THE FLOOR 26 GA MIN. INTERIOR CS STEEL SKIN WITH 640 MIN. GALVANIZED, BAKED-ON POLYESTER PAINT TOP COAT. MIN. YIELD:35 KSI TONGUE AND GROOVE JOINT. OPENING WIDTH FIRE RATED POLYURETHANE FOAM C INSULATION C C @- 3 C C C E C E E C C E E E 0 RIGID/FLEXIBLE PVC BOTTOM SEAL. 1 - 2 4 4 SECTIONS 5 SECTIONS 6 SECTIONS 7 SECTIONS STRUT CONFIGURATION 4 A Building Structure Min. 2500 PSI to 4000 PSI Concrete Southern Pine Spruce Pine Fir 5 6 WOOD JAMB ATTACHMENT Fastener Type Tapcon + (PLUS) 1/4" w/ 1" OD washer 3/8" Lag w/ 1 1/8" OD washer 3/8" Lag w/ 1 1/8" OD washer Minimum Embedment 2" 1.50" 1.50" Minimum Edge Distance 2.50" 1.50" 1.50" Minimum on Center Spacing 5.00" 1.50" 1.50" NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. MODEL NUMBERS MODEL NUMBERS AVAILABLE HT _14 & 2_14 SERIES HT _16 & 2_16 SERIES HT _32 & 2_32 SERIES HT 33 & 2 33 SERIES HT _10 & 2_10SERIES HT _12 & 2_12 SERIES HT _60 & 2_60 SERIES HT _61 & 2_61 SERIES HT _63 & 2_63 SERIES HT _64 & 2_64 SERIES HT _70 & 2_70 SERIES HT _71 & 2_71 SERIES HT _72 & 2_72 SERIES HT _73 & 2_73 SERIES HT _74 & 2_74 SERIES HT _80 & 2_80 SERIES HT _81 & 2_81 SERIES HT _82 & 2_82 SERIES HT _90 & 2_90 SERIES HT 900 SERIES r- Maximum on Center Spacing 24" 24" 24" Allowable Tension Load 551 620 482 IMPACT RESISTANT FL #17430.2 i .5 5- - 1,1 .. 320 Sycamore Wauseon, Ohio 43567 © Copyright 2014 7 REV. A B C ZONE BY MVS MVS MVS REVISIONS DESCRIPTION 8 0 *P'.'*GEN,p.Yip '4,00: : 9S ,'' No. 51737 %, *- - - 0* =* 3 -O:STATE OF :44' e....PS 0.--*-5/#Se/IAliZ **,S:e John E Scates, P.E. 3121 Fairgote Drive Carrollton, Texas 75007 Florida P.E. # 51737 Professional Engineer seal provided only for verification of wind load construction details. DESCRIPTION: 16' 2" HT 600, 700, 2000, 800 & 900 SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +48.0/-52.0 PSF DRAWING NO.: WL-0600-0194-0848-32HVHZ SHEET: 3 OF 3 REV. C DATE DRN: 12/1/14 | DRAWN BY: MVS MODEL(S): See Sheet 3 DATE 2/5/15 6/10/15 8/9/16 . 9