EFTA01083246.pdf

sc-, ss RED-POWER DOOR SPECS SPEC A-1 Phone: 800-746-8273 507-426-7408 SChweind0Oitaim THE DOOR LEADER SHEET Order Number: Building Manufacturer: Bid Number: 112112-BS Contact: Bid Date: 11/21/12 Fax/E-Mall: Company: Buck Steel Name: Customer: Brian Job Loc: Miami Port FL Door Width Door HeIght Wedge Overall Height Door Style Truss Type Hinge Style Tot W - Inches Tot H - inches 50%0.00" 17'-0.00" 10.25" 17-10.2s" HYDRAULIC H External Single Hinges 602" 214.25" Ill PRELIMINARY SPECS _These are Preliminary Spec Sheets - do not manufacture the building header/columns using these specs. This is a rough estimate of what the door measurements and weights will be when purchased. . FINAL SPECS - AS OF Will be provided when the door contract is finalized. 11/21/12 Preliminary - Hydraulic Door Specifications H inches Feet & Inches A- 600.00" 50= 0.00" Customer's Finished Clear Opening Width. Al- 605.00" 50L5.00" Placement of the building side columns to accept a Hydraulic Door. Clear Opening between the building side columns. AA- 614.00" I 51‘ 200 Total distance to stay back with the building sheeting on the side columns. B- 204.00" I 17‘ 0.00" Customer's Finished Clear Opening Height - Door in the Open Position. BB- 210.75" 17=6.75" Distance from the finished floor to the bottom of the Building Header / Stub Column. Do not have stub columns / continuous header located any lower than this measurement. C- 214.25" I 17‘ 10.25" Distance from finished floor to the very top of hinge (B+D=C). D- 10.25" I 10.25" Distance from top of clear height to top of single hinges. E- 9.00" 9.00" Distance from top of clear height to center of mounting hole for single hinges. F- 215.25" 171- 11.25" Distance from finished floor to the building sheeting line above the door. Hold the sheeting to this elevation from the finished floor. H- 213.00" 17‘ 9.00" Distance from the finished floor to the center of single hinge bolt holes. lk YOU WILL BOLT THROUGH YOUR HEADER AT THIS HEIGHT -s Side View Your Concrete Floor mete must be a sold base cc flocr under me doe. frame. The door rests on LEIMI Peace, the tape ol the building cobmn a buildng Sne. To pm a Weather tight seal EY Can) Buildrrps wider the hydraulic door and to keep moisture oul ol Me buildng. have the Stub Gahm conaele Ilea extend beyond the opening 8 to 8 inches slcping away Vont (By others) Me Curdled. Concrete Floor Must Be Level. Di Side Column 9 — SCHWEISS Provided Door Frame A Door Frame Hi l t B'. Header Tube and Angle Inside of &arm DOW SEEtiElli F C H 138 B CLEAR CI:EWE / Baleen Trim Bulldogs Sde Column (By Others) Bottom Rubber Seal Gradual slops haw the I 9 a I CREEP inside a em bulking Li nor) 1 Made addhsa See IMI Top View of Your Hydraulic Door 1,7 Vary vary AA AAR Al - Plistement of Baking Side Cclurrwa )•••• IA 1... A- Clear Door Opening ' eu1 _LE.1 HYDRAUUC DOOR FRAME u a. ...... . fir - td -- v Th - _i • i_,.r-n COM ameba Suggeeled &Ming Tam- By ahem g at* oflikalbla Jaiirmal ir ante SiaVa• Pt Radii x RI is w Door Frame WAR _Ii. S! • ' 1, F, w. Al AR . ['Mance to slay bath imth the buldng sheeting T I I v- ass* skit- r A .26' 112112 1029 EFTA01083246  I ' • DOOR A-2 ss . . SECS SPEC • , • ,,, •, : fax: 501-426-/4118 ii SC THE DOOR LEADER SHEET Order Number: Bid Number: 112112-BS Bid Date: 11/21/12 Door Width Door Height Wedge Overall Height Door Style Trues Type Hinge Style Tot W - Inches Tot H - Inches 50%0.00" 171-0.00" 10.25" 17'-10.25" HYDRAULIC H External Single Hinges 602" 214.25" e PRELIMINARY SPECS _These are Preliminary Spec Sheets - do not manufacture the building header/columns using these specs. This is a rough estimate of what the door measurements and weights will be when purchased. FINAL SPECS - AS OF Will be provided when the door contract is finalized. 11/21/12 Preliminary - Design Criteria - Required Door Information Building Code 2009 IBC Building Code - (Default is 2009 IBC) Wind Speed 180 mph 3 second gust • (Default is 90 mph) Wind Exposure C Exposure - (Default is C) Wind Type Main Wind Component Wind or Main Wind (MWFRS) • (Component if less than 700sqft.) Enclosure Enclosed Enclosed or Partially Enclosed - (Default is Enclosed) Topographic Factor - Kzt 1 Must Be Provided by the Engineer of Record- (Default is 1) Occupancy Standard Standard, Essential, or High Occupancy - (Default is Standard) Building Height 21' Mean Roof Height or Eave Height for Building with Roof Slope of 10 Degrees or Loss. Roof Slope 1 : 12 Roof Slope - (Default is 1 : 12) Door Operational Wind Speed 30 mph Maximum Wind Speed for Door Operation is: 30 mph Do not operate door if wind speed exceeds theimum max door operating speed. Door must be closed with floor pins and locks engaged when un-attended or when wind speed is expected to exceed the maximum door operating speed. Preliminary - Technical Information For Your Hydraulic Door Al- 9 Number of Hinges A2- 2 Number of Lift Points • Location: (One on each end of the door frame) A3- 240-1PH Electrical System with Up/Stop/Down Switch and Power Unit on the (LI) - Left/Inside Door Weights Bl- 13483 lbs Structural Framing Weight B2- 878 lbs Exterior Sheeting & Trim Weight (29ga. =0.82 psf. -- 26ga = 0.99 psf. B3- Liner Sheeting & Trim Weight (29ga. = 0.82 psf. -- 26ga = 0.99 psi) /2 II Only Bottom Half B4- Insulation Weight (4" Blanket = 0.5 psf. -- r Blanket = 0.65 psf.) B5- Optional - added accessories B6- 14339 lbs Estimated Total Door Weight WARNING • Schweiss manufactures the door based on the listed weights above. DO NOT modify the weight of the door. WIND DIRECTION WIND DIRECTION Preliminary - Door Reactions .4(._ I 0 OR CLOSED I nen NeleFS CENTER HINGES LEEWARD WALL WINDWARD WALL I A Column Reactions ride Column one 1St Hinge Int•ii0i Hinges el Bon (Ito) 122721flinelt End pus) OW A UP (c,) (A.) (A,) (A.) (k) Ay Dead Load 0 0 986 y 0 1972 y .44( IN . 12" . OUT >- WINDWARD WALL 180 MPH WIND LOAD Internal Pressure 3098 4. 426 4 0 852 .4- 0 4 • • Ax • Internal Suction 8168 4t I 1123 4tI 0 2246 4t 0 137.93" LEEWARD WALL 42" Internal Pressure 6619 * 910 te.[ 0 1 1820* 0 Internal Suction 1549 es. 213 *I 0 I 426 * 0 )7 -. / Elx '' Column lloactono ' ...^ I.ls lei HM Interior Hinges BY st see Opt) La from Boon 12-22(1no) (IM.) 210.19" 'V 4 (B,) i (Br) (AO (Ai 0%) (Ar) , Dead Load 1987844 6869 11927* 986 * 5963* 1972 I 168.19" WINDWARD WALL 30 MPH MAXIMUM WIND FOR DOOR OPERATIONS DOWN Door Angle Internal Pressure 3964 -g 1110 A 20 .4 169 A 39 4 338 a 0° to 90' Internal Suction 2324 4t 851 a 1 76 4- , 347 A 153 .4- 695 a * LEEWARD WALL Internal Pressu 2506 * 702 11 * 13 4 23 * 25 -Cx x . Horizontal Internal Suction 866 * 243 a 4* 4 4 8* 9 a y. Vertical Important Note: When your hydraulic door is opening or in the fully open position, the door tends to pull away from the building at the hinge line also putting stress on each building column where the cylinders attach. The building manufacturer / contractor / owner is responsible to insure that the building structure is capable of handling all the imposed loads. All materials not supplied by Schweiss are the full responsibility of others!! 112112 10:39 EFTA01083247  .., lo ' RED-POWER DOOR SPECS schweissdows.com A-3 SPEC I ,IX. 50/-42674LIti THE DOOR LEADER SHEET Order Number: Bid Number: 112112-BS Bid Date: 11/21/12 Door Width Door Height Wedge Overall Height Door Style Truss Type Hinge Style Tot W - Inches Tot H - Inches 50'-0.00" 171-0.00" 10.25" 17'-10.25" HYDRAULIC H External Single Hinges 602" 214.25" e PRELIMINARY SPECS _These are Preliminary Spec Sheets - do not manufacture the building header/columns using these specs. This is a rough estimate of what the door measurements and weights will be when purchased. FINAL SPECS - AS OF -will be provided when the door contract is finalized. 11/21/12 Minimum Hydraulic Door Header Requirements 1. Maximum Allowable Vertical Deflection L/ 180 Maximum under Dead + Live Load or Dead + Snow Load Combinations. Vertical Frame Deflection must be held so that the door will open when the full snow load is applied to the building. 2. Deflection Increases from 0" at Door Side Columns to the maximum allowable deflection at the center of the door. 3. Maximum Allowable Horizontal Frame Drift is H/60 in the plane of the wall containing the door. Minimum Hydraulic Door Side Column Requirements 4. L/90 (Wind Load) Maximum Allowable Inward or Outward Deflection of Your Buildings Hydraulic Door Side Columns: 5. L/180 (Dead Load of Door) 6. 1/2" Recommended Minimum Flange Thickness of Your Buildings Hydraulic Door Side Columns: 7. Ebb's- Side Column Eccenracry "e" Information for Building Designers Eccentricity Diagram Designing the Door Side Column for Hydraulic Doors. 8. The door side column must be designed to withstand the forces I from the hydraulic door cylinder as the door opens and in all altITOWIS AXIAL positions. Due to the diameter of the cylinder and clearance NEM LOAD SIM required to allow the cylinder to rotate as the door opens, the ODLWII A bracket that attaches the cylinder to the door side column causes +A 10.63" eccentric loading and torsion on the door side column. The I -23842'i bracket is offset from the centerline of the door side column on _ lbs. J both the major and minor axis of the door column. V Design the door side columns for: Y Gieir 9. Door Column Must Be Designed for inward deflection due to wind load distributed uniformly along the length of the door column and 40, 6.00" A for an outward deflection due to the hydraulic cylinder reaction (door Closed) at the cylinder location. MINOR AXIS 10. Major axis and minor axis bending are due to the cylinder LMAJOR AXIS 1.38" reactions Bx and By as shown in the adjacent eccentricity diagram. 11. Torsion on the door column due to the eccentricity ('C) of the door COSTOISISOONIIIIIJOIS SIM Mt Mall cylinder and bracket are shown in the adjacent eccentricity TUBE diagram. WADS 12. Axial oad by the building framing on the door side column (including the dead load of the door). 13. Torsional properties of the door column must be designed for I combined axial compression and torsion according to Chapter H Si 1 of AISC 13th Edition. 1 Deflection Requirements for door side column: a 42.56" u 14. Design the door side column for the same deflection requirements as required by the building code for your cladding type. Torsional Deflection: 15. The torsional deflection of the door side column should be limited to 3° to allow the door hydraulic cylinder to operate properly. - Bx 23842 lbs. • General Design Notes: 16. The door side columns, header and bracing should be designed 702 702 lbs. lbs. by a registered Professional Engineer. 17. Specific building conditions other than those indicated in the Spec Sheets may exist which require further engineering • v consideration. 168.19" 18. Schweiss is not responsible for the size or design of the door header and side columns for your building. All materials not supplied by Schweiss are the full responsibility of others. 19. Door Dead Load is applied to the building when the door is open or closed. • 20. It is the building designers responsibility to combine the door reactions with the appropriate load combinations. 1' CONCOILTIMOCA CONCIINIMMI 112112 10:39 EFTA01083248  RED-POWER DOOR SPECS -wr SC 1 SS A-4 SPEC THE DOOR LEADER scheeissdows.com l MC 50/-42G-i4US SHEET Order Number: Bid Number: 112112-B5 Bid Date: 11/21/12 Door Width Door Height Wedge Overall Height Door Style Musa Type Hinge Style Tot W - Inches Tot H - Inches 50%0.00" 17-0.00" 10.25" 17-10.25" HYDRAULIC H External Single Hinges 602" 214.25" Attaching Hydraulic Door To Your Building I Sheeting Above Your Hydraulic Door Typical I-Beam Building Side Column With Stub Columns - Sheet above door at the height shown below. • Boll Through I-Beam Side de Columns and Stub Columns or Steel Tube Header. - Provide proper backing to attach sheeting and • Face of Header and Stub Columns must be Flush with each other. door top rubber to at this height. -4 -4( .< .4 72.00" "--c 70.50" R''S 16.00" BY OTHERS FLASHING/BACKING Provide Member To 1I BUILDINGS _ Attach Rubber/Sheeting STUB COLUMNS Above The Door. on 1111 HEAD22 TUBE (By Others) • BUILCINGS . • •—• I :I TOP RUBBER STUB caulk OR HEADER TUBE SCHWEISS I BY 071ERS i PROVIDED DOOR FRAME .1. HEADER AND ANGLE v i F- 215.25" SCHWEISS PROVIDED 214.25" , DOORFRAME HEADER TUBE AND ANGLE 0 i Note: Hinge bolts provided by Schweiss will be 5/8 x 6 Hex Bolts 0 unless otherwise specified by customer. 'MINS Fbar 0 V Finished ricer Owners/Contractors and Building Manufacturers: When working with contractors or construction companies it is your responsibility toj,ass this information on to them. The Building Manufacturer / Contractor / Owner is responsible to ensure that the building structure is capable of handling all the imposed loads. All materials not supplied by Schweiss are the full responsibility of others!! The Customer / Contractor / Building Manufacturer is responsible for ensuring that the correct version of the A-1 thru A-8 Spec Sheets are being used for their door. Schweiss Distributing is Not liable for the Customer / Contractor / Building Manufacturer using an obsolete version of the A-1 thru A-8 Spec Sheers. I have read through Spec Sheets A-1, A-2, A-3, A-4, A-5, A-6, A-7, A-8 and agree to them. PRELIMINARY SPECS _These i's are Preliminary Spec Sheets - do not manufacture the building header/columns using these specs. This is a rough estimate of what the door measurements and weights will be when purchased. • FINAL SPECS - 11/21/12 AS OF Will be provided when the door contract is finalized. Thank You : Customer: SIGNATURE Sales Person PS,Rita 112112 10:39 EFTA01083249  R.. l. Schweiss furnishes the hydraulic door frame. Distance Hinge Hinge Locations for your Hydraulic Door 50'-0.00" I Between Locations Door Width Knees Field drill the hinge header holes when you are installing the hydraulic door. 14th Distance from the right side of the clear opening to the center of the holes on each of the single hinges. Left and Right End Hinges: Order Number: 15th Important: Each end hinge of the hydraulic door will overlap the building side column and must Hinge Distance 16th be attached securely to each building side column. Locations Between 17th Hinman 18th 13th 17-0.00" 19th 12th Door Height EADER 20th 11th 21st 72.00' 72.00^ 10th 9th 589.00" 70.50' $ * 22nd 23rd 8th 518.50" 72.00' N al 7th 446.50" 72.00' 3 . 24th Atm ParsarIngFromHere ( Edge of Clow Opening) 6th 374.50" 72.00' 25th 4 374.50" v• 5th 302.50" 72.00' 26th .4 302.50" ir- 4th 230.50" 72.00' ;I. See ChM Fee I 23040" s. 3rd 158.50" 72.00' 8 Acklnersel Hop Locators H 158.50" 7. 2nd 86.50" 70.50' ti .4 86.50" > 16.00' 3 Overall Height 1st 16.00" - 3 ..< 72.00" -..4- 72.00" - - 72.00" - 1••••- 72.00" - a...a- 70.50" -10a, .... -3 16.00" Than No oghl bet Met in ilio island Wad Wm Winn:ors TeeHS* Iwo bolts wee Bid Number: Se Seethed Conlimous bat tomeInd ewe Inn/ lode ode Here Sleel Tube Webbed Bette I of Hiegel axiom side caLabl. The roman.") Wu 0 I /Dow Heaver Slub COlunIne Will vary wo so bon Huge ea woo, or alit I - .r..."-":"%tS?riM i m cf ':-,=. : -- - • - n l e A De 10.25" in ' 1- Es 9.00^ ..i HYDRAULIC Phone: 800-746-8273 H 1121124S H i I 213.00" i "I 214.25" - i BB F 210.75" 215.25" B tO CLEAR OPENING a r Fax: 507-426-7408 s x g 02 Hinge Style Bid Date: 3 I -I a S 91 Ot 11/21/12 schweissdoon- com iss RED-POWER DOOR SPECS E y .1 'man/ now g I A- 5W-0.00" CUSTOMERS FIUME') CLEAR °FENNO VaCT4 I. i 1 a.1• a . i i Al 50'- 5.00" CNSIANCe BETWEEN HOE OOLUMNS I I g•