DS9 Document EFTA01083246

- RED-POWER Phone: 800-746-8273 507-426-7408 DOOR SPECS SChweind0Oitaim A-1 SPEC SHEET sc , THE DOOR LEADER ss 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 inches Feet & Inches H 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 base flocr frame. The door must be a sold cc under me doe. rests on LEIMI Peace, EY Can) the tape ol the building cobmn a buildng Sne. To pm a Weather tight seal 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 Hi l t . A B' Door Frame Header Tube Inside of &arm DOW SEEtiElli F C H 138 B CLEAR CI:EWE and Angle Trim Bal Bulldogs I Sde Column (By Others) een / Bottom Rubber Seal I 9 a Gradual slops haw the CREEP inside a em bulking nor) 1 Li See Made addhsa IMI Top View of Your Hydraulic Door 1,7 Vary vary AA AAR Al - Plistement of Baking Side Cclurrwa )•••• IA A- Clear Door Opening 1... FRAME ' HYDRAUUC DOOR fir _LEu.11 eu a. .. - td -- v - Th _i • .... . g at* o flikalbla COM ameba Jaiirmal ir ante SiaVa• Pt Radii x RI i_,.r-n Suggeeled &Ming Tam- By ahem w Door Frame WAR _Ii. AR . ['Mance to bath imth the buldng is !S• '1, T I I F, w. Al slay sheeting ass* r 112112 1029 v- skit- A .26' EFTA01083246 S C THE DOOR LEADER s s . I ' • . • , • ,,, •, : DOOR fax: 501-426-/4118 SECS A-2 SPEC i i 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 specs. This is a rough estimate of what the manufacture the building header/columns using these door measurements and weights will be when purchased. FINAL SPECS - AS OF Will be provided when the door contract is 11/21/12 finalized. Preliminary - Design Criteria - Required Building Code 2009 IBC Building Code - (Default Door Information 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 Door must be closed with when wind speed is expected wind speed exceeds the max imum door operating speed. floor pins and locks engaged when un-attended or to exceed the maximum door operating speed. Preliminary - Technical Information Al- 9 Number of Hinges For Your Hydraulic Door A2- 2 Number of Lift Points • Location: (One on each end of the door frame) A3- 240-1 PH 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. Preliminary - Door Reactions ND DIRECTION WIND DIRECTION WI .4(._ I 0 OR CLOSED I nen NeleFS CENTER HINGES LEEWARD WALL A WINDWARD WALL Column Reactions ride Column one 1St Hinge Int•ii0i Hinges I 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 -. / Elx )7 '' Column lloactono ' ...^ I.ls lei HM Interior Hinges BY st see Opt) La from Boon (B,) i (Br) (AO 12-22(1no) (IM.) (Ai 0%) 210.19" 'V (Ar) 4 , Dead Load 1987844 6869 11927* 986 * 5963* 1972 I 168.19" DOWN WINDWARD WALL 30 MPH MAXIMUM WIND FOR DOOR OPERATIONS Internal Door Angle 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 .., RED-POWER DOOR I ,IX. 50/-42674LIti SPECS schweissdows.com A-3 SHEET lo ' SPEC THE DOOR LEADER 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 - 11/21/12 will be provided when the door contract is finalized. 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 Designing the Door Side Column for Hydraulic Doors. Eccentricity Diagram 8. The door side column must be designed to withstand the forces I AXIAL from the hydraulic door cylinder as the door opens and in all positions. Due to the diameter of the cylinder and clearance required to allow the cylinder to rotate as the door opens, the altITOWIS NEM SIM ODLWII A LOAD bracket that attaches the cylinder to the door side column causes +A 10.63" eccentric loading and torsion on the door side column. The bracket is offset from the centerline of the door side column on both the major and minor axis of the door column. Design the door side columns for: _ I -23842'i lbs. J V Y 9. Door Column Must Be Designed for inward deflection due to wind load distributed uniformly along the length of the door column and for an outward deflection due to the hydraulic cylinder reaction (door Closed) at the cylinder location. 10. Major axis and minor axis bending are due to the cylinder LMAJOR 40, MINOR Gieir 6.00" A AXIS 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 cylinder and bracket are shown in the adjacent eccentricity COSTOISISOONIIIIIJOIS SIM Mt Mall diagram. 12. Axial oad by the building framing on the door side column TUBE WADS (including the dead load of the door). 13. Torsional properties of the door column must be designed for combined axial compression and torsion according to Chapter H of AISC 13th Edition. Deflection Requirements for door side column: I Si a 1 42.56" 1 14. Design the door side column for the same deflection requirements u 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. - 23842 • Bx lbs. General Design Notes: 16. The door side columns, header and bracing should be designed by a registered Professional Engineer. 702 lbs. 702 lbs. 17. Specific building than those indicated in the conditions other Spec Sheets may exist which require further engineering consideration. • v 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' 112112 10:39 CONCOILTIMOCA CONCIINIMMI EFTA01083248 -wr SC 1 THE DOOR LEADER SS RED-POWER DOOR l MC 50/-42G-i4US SPECS A-4 SPEC scheeissdows.com 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 • Boll Through I-Beam Side - Sheet above door at the height shown below. 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. 70.50" R''S -4 -4( .< .4 72.00" "--c 16.00" BY OTHERS FLASHING/BACKING Provide Member To 1I BUILDINGS _ STUB COLUMNS Attach Rubber/Sheeting Above The Door. 1111 on HEAD22 TUBE (By Others) • BUILCINGS . • •—• I :I TOP RUBBER STUB caulk OR SCHWEISS PROVIDED 1.. HEADER TUBE I BY 071ERS i DOOR FRAME HEADER AND ANGLE i 214.25" F- 215.25" , 0 v SCHWEISS PROVIDED DOORFRAME HEADER TUBE AND ANGLE i Note: Hinge bolts provided by Schweiss will be 5/8 x 6 Hex Bolts unless otherwise specified by customer. 0 'MINS Fbar V Finished ricer 0 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. i's 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 Thank You : Customer: Sales Person PS, Rita SIGNATURE 112112 10:39 EFTA01083249 R.. l. Schweiss furnishes the hydraulic door frame. 50'-0.00" 17-0.00" Door Width Door Height Order Number: Bid Number: 1121124S Bid Date: 11/21/12 I 14th Distance Between Knees Hinge Locations Hinge Locations for your Hydraulic Door Field drill the hinge header holes when you are installing the hydraulic door. 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: 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 iss RED-POWER DOOR SPECS P—E5C Phone: 800-746-8273 Fax: 507-426-7408 schweissdoon- com EADER SHEET 18th 13th 19th 12th 20th 11th 21st 72.00' 72.00^ 10th $ N 3 * al . 22nd 9th 589.00" 70.50' 23rd 8th 518.50" 72.00' 24th 7th 446.50" 72.00' 25th Atm ParsarIng From Here ( Edge of Clow Opening) 6th 374.50" 72.00' ;I. 8 ti 3 Overall Height 374.50" 26th 4 v• 5th 302.50" 72.00' .4 4th 72.00' 302.50" ir- 230.50" See ChM Fee I 23040" s. 3rd 158.50" 72.00' Acklnersel H 158.50" 7. 2nd 86.50" 70.50' Hop Locators .4 86.50" > 1st 16.00" 16.00' - 3 ..< 72.00" -..4- 72.00" - - 72.00" - 1••••- 72.00" - a...a- 70.50" -10a, ....-3 Than No oghl bet Met ilio island HYDRAULIC H 0 in ..i 16.00" in Wad Wm Se Seethed Here I ':-,=. : - - Conlimous Sleel Tube I /Dow Heaver - • Webbed Bette Slub COlunIne I of Hiegel Will vary - - Winn:ors bat axiom wo .r..."-":"%tS?riM im cf Tee HS* Iwo bolts wee tome Ind ewe Inn/ lode ode side caLabl. The roman.") Wu so bon Huge ea woo, or alit n l e A De 10.25" ' 1- Es 9.00^ i i - I " i I 214.25" BB 210.75" 215.25" F CLEAR OPENIN H 213.00" B G tO a s x g 02 3 Hinge Style r I S 91 -I a Ot a 1.1• tOa .1 g a . g• r, 7 1 E y 'man/ now A - 5W-0.00" CUSTOMERS FIUME') CLEAR °FENNO VaCT4 I. i Al 50'- 5.00" BETWEEN HOE OOLUMNS I i I i CNSIANCe I k - AA - 51% 2.00" OISMACE TO STAY MD( WITH ME S, CETING 1 EFTA01083250 N r RED-POWER Phone: 900-746-8273 DOOR Fax. 50/-426-1406 SPECS schweissdoon- com A-6 SPEC SHEET S C 1 THE DOOR LEADER S S 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'- 1T- 10.25" 1T-10.25" HYDRAULJC H External Single Hinges 602" 214.25" External Sheeting and Trim Provided By: Customer Responsibility F —I" o-,. H —9. F —. , Lc ..,- ....... ..... A c 0 s— B 0 51' A- Head-Trim vasealn so IS. B- Base Trim 51' A Customers choice on base trim style. Either style works well. "K If provided by Schweiss you will receive "Base Trim". `... ear n VAS _ Oly Length C- Door Shooting 17 205.75" D- Tek Screws 546 Fine Thread Tek Screws w/ Washer x 1.1/2" il Insulating x 3/C If Not Insulating 6. 1 E- Sides of Door Trim 38' * r — P— —am Special Sized J-Trin - See Dimensions Sheeting Height A Leave your end wall open or un-sheeted until the door is Installed! If the end wall Is to be fully sheeted before the door Is completed, do not nail or fasten the bottom of the sheets above the door frame. Liner Sheeting and Trim Prov. By: Customer Responsibility Flash For Liner Sheeting = Not Set-Up for Liner sheeting ,A ----->--1 .6.,--- - F- Head-Trim I w06140 Oty Length (3- Door Sheeting — H- Tek Screws Fine Thread Tek Screws w/ Washer x 3/4" Upgrade You Schweiss Only 1. 2. 3. 4. 5. 6. 7. _112112 may included K IN K O K K 10a9 Equipment - Customer's Choice add any accessory o your Hydrualic Bi-Fold Door. strongly recommends these accessories be used on every door. Read the Schweiss with your order if the box is checked "Safety Information and Operation Manual" Top Override Jiggle Switches The Schweiss Hydraulic Doors Safety Information and Electric Photo Eye Sensors Operation Manual should be read by anyone involved in the design, specifications, selection or purchase of an industrial 3 Button Automatic Switch hydraulic door operator / system. Door Base Safety Edge Call Us If You Have Any Questions Warning Lights and Horn If you have any questions or comments about your hydraulic Emergency Back-Alternate Power Couplers door's safe operation or its design, call us at the numbers listed at the top of the page and talk to our knowledgeable 12 Volt D.C. Emergency Back-Up Power Unit staff at the factory. EFTA01083251 Ei Verifying your building's opening to accept a Schweiss Hydraulic Door. Before you attempt to install you hydraulic door, the building opening must have been prepared to accept a hydraulic door. 8 6 The measurments below are what Schweiss is expecting your opening to be based on the information that you provided (width and io height on the door contract). It is very important that you double check these measurments along with the square opening to ensure that the door will fit in your clear opening when it arrives. Door Width Door Height Wedge Overall Height Door Style Truss Type Hinge Style Tot W - Inches Tot H - Inches 50'-0.00" 10.25" 17-10.25" HYDRAULIC H External Single Hinges 602" 214.25" I Order Number: Bid Number: 112112-BS Bid Date: 11/21/12 Distance Between Your Buikings Side Columns. Al - Width 50= 5.00" . Width IMPORTANT: Both Al and A2 measurements must be exactly RED-POWER DOOR Phone: 800-746-8273 Fax: 507-426-7408 A2 - Width 50'- 5.00" . Width the same and match your spec sheet. Distance from the Finished Floor to the Bottom of the Buiding Header. B1 - Height 17= 6.75" . Height IMPORTANT: Both B1 and B2 measurements must be exactly B2 - Height 17'- 6.75" - Height the same and match your spec sheet. Verify that the Building Opening is Square. Cl - Square-Up gal- 4 68" = Diagonal IMPORTANT: Both C1 and C2 measurements must be C2 - Square-Up S66" = Diagonal exactly the same and match your spec sheet. --- I i i { 50 - 5.00" Al-WIDTH 153c 4.66" I 53'- 4.66" GI-SOUARE G2-80UARE 117. 6.75' I 117'- 6.75" B1-HEIGHT 82-HEIGHT [ffitafkr_I — FLOOR LIME * Cement floor must be level * The measurements above represent the rough opening of your building * All measurements must be inside measurements EFTA01083252 Measuring your building's opening after cylinder legs are mounted. With the cylinder legs mounted to the building you need to remeasure the clear opening, you should come up with the measurments below. If the clear opening is not square, you need to make adjustments to square the cylinder legs vertically and front to back when completely mounted. I 50%0.00" 1T-0.00" Door Width I Door Height Order Number: Bid Number: 1121124S Bid Date: 11/21/12 iss RED-POWERDOOR SPECS A-8 SPEC Phone: 800-746-8273 fax. 501-425 1408 schweissdoon- corn EADER SHEET Ensure that your building Side Column is square with the face of the building. But Distance Between Your Cylinder Legs. Al - Width 50'- 0.00" . Width IMPORTANT: Both Al and A2 must most importantly see to it that the A2 - Width 50'- 0.00" . Width be exactly the same. 1 8 0 Ci a l S. ic IIt cylinder legs are 90 Deg. from the face of your building. Distance from the Finished Floor to the Bottom of the Door Header. 81 - Height 17'- 000" . Height IMPORTANT: Both B1 and B2 must I4---..„ 82 - Height 17'- 0.00" . Height be exactly the same. 17-10.25" HYDRAULIC H i i I _ p height I fa 90 Deg. Verify that the Door Opening is Square. STEEL I-BEAM STEEL TUBE or WOOD SIDE COL )i Cl - Square-Up 52'- 173" . Diagonal IMPORTANT: Both Cl and C2 must C2 - Square-Up 52'- 9.73" . Diagonal be exactly the same. VERY IMPORTANT The Hydraulic Cylinder Plate will project into your building Ur at shown below. Ensure that there is no obstructions at this [ \ the height scee' ee=== -----------' I i i Co 5 0 re I —I I 1 z — if , . n ., o c ISIOVIDED COON MAIM Nana 11.1 IN DANGLE 50C 0 00 " ID . Al -WIDTH , ,, 1950" 2c 2c 0 I I 17'- 0.00" I ir- 0.00" I I Tot W - Inches Ill 82-KEDGITT 0 14' .06" ,, . 10 a io 9 -I a . 5. re, 1 b5)17_0_,M_I--- f OOR Mt L, A2-WIDTH V 0 -1 " Cement floor must be level * The measurements above represent the rough opening of your building * All measurements must be inside measurements EFTA01083253