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HomeMy WebLinkAbout4904 N_ 049 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945 -8212 Job Address 8901 Hie,hway 6, Parachute Nature of Work Building Permit Use of Building Frert SO v 71i Mata'I Rui lding . Owner Barry J. Hicks Cr tractor Owner Amount ofPermit: $ 943. SO Date: September 74, 1993 Permit: 572.80 Plan : 371.00 S. Arrhul Clerk White- Treas. - Canary- Office Pink - Applicant - Gold- Duplicate 75'3 72/ 4t j ' r 41 GARFIELII COUNTY APPLICATION FOR BUILDING PERMIT I1 8EP t 1993 I 4 PERMIT NUMBER X9 o` 'q please print or type DATE /3 P93 9.-„79--q3 TO BE FILLED 811T BY APP ,,ANT PLOT PLAN are e IN t /,___JO_ NOTE: Show easements, property line dimensionF SUBDIVISION 1 all other structures, specify north, and street • FILING f/ LOT 1l BLOCK # name. For odd shaped lots, or if space is W • TAX SCHEDULE N 2 -/03 too small, provide separate plot plan. LEGAL (SEC/TWN/RNG) £C _ 1 3 - ,__ _ fl OF BUILDINGS NOW ON PARCEL NONE NAME roe J. N /C'K5' USE OF BUILDINGS NOW ON PARCEL SE W MAILING ADDRESS // sf/4)cS coo C KA p CITY g aPJ rs 8/635 _ PHONE 285 -72// 3egv /GO //°'G /S Qr' / /" co/"ST/loCT/fi NAME sunfo.WD e'�A — h65' er6£u/?Sr!E— /9 /91-/ �G/ti�ucTU.�r�L 5€2/1_,,/;--c a z ADDRESS too') ZS2 -7390 CIT JAMfiST&I&J OO / IS l � /Cfi7 ov/ . ' 7S sv /9 1 F fPPitavq'- /S arc%<v2o 1 . ct 54 m NAME n-14 ri u ADDRESS _ �L j/72 7-6)/v/ N �r 7'//4r vg-14 F. CITY T/i O P'rr%-'t/Jjiaf' 6'�7 / /�'y , u PHONE LICENSE fl �o , 2N OPT /' /� CLASS OF WORK /LOV1� oG CvP%�N'C / % � r "JEW ✓ ALTERATION ADDITION /9!'a 0 T /y'�"2 �G fc J/}/ pi DDEMOLISH REPAIR MOVE r,ces2 / in ri [ D Pk / r % f1"L !7 1 -‘( MOBILE HOME (make /model) o ecVPd/'c S.F. OF BUILDING 3S6S S.F. OF LOT /9.4 .9C. Y OF FLOORS / HEIGHT /9' !' OF FAMILY UNITS $ l.? OF BEDROOMS 0 INTENDED USE OF BUILDING //Se/a & GARAGE: SINGLE DBL CARPORT: SINGL _ _ E_ DBL FRONT PROPERTY LINE FIREPLACE DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER NW4 6 WATER SUPPLY CHECK IF CORNER LOT _ DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED a -r SD'x7'C' SITE PLAN e' /'tlML ! � YLO /A04' BUILDING PLANS ✓ SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances and state laws reg ating building constructio �,L f`,e/ :///et‘' /2 SOP 93 SIGNATURE .75 1 Es - 4,3i 2, 2s' FOR OFFICE USE ONLY VALUATION i , 'Tt2•.ZS FLOOD HAZARD PERMIT FEE 3 72. PLAN CHECK FEE $,77/. °p CERTIFIED BLDG ELEVATION TOTAL FEE $ 773. fre SCHOOL IMPACT FEE $ Ni//3 SPECIAL CONDITIONS AN j C- be ( 4 LSC 'r0 DATE PERMIT ISSUED PoL pa- c w — e s - ' \ c Jyi. -� �° L'I t' 014 Ci ZONING DISTRICT PROBLEMS WITH PERMIT TYPE OF OCCUPANCY 11 / /7r *- TYPE OF CONSTRUCTION 4t_ pi ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING'j S.F. OF LOT MAX. HEIGHT ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED 7 / ■ Aft APPROVED: �' a - 23 - V � APPROVED: • • �� ^�� rILDING D1'PA TMENT / DATE PL/INNING DEPARTMENT DATE 31 ARC iES= OUT -TO -OUT FO • 1 o ■ p W TIE OI FLOOR -, t f- 0 a° 41/4. i Z e h 1- �y 0 0 7 ) ', 0 0 • 6 I- D 0 0 B NOTE' BEGIN PLACEMENT F 3/e TIE -DOWN OPEN ENDWALL, 2' , 38" FROM THE AT 54. • iUNDATION LENGTH 7L4 I -6N fi • r v )WN RODS — SEE SECTIONS • • 4 N DETAIL A 0 • REVISION N0. I DETAIL A DATE 7 -'4- BY - _— DESCRIPTION QiM E6 ?D KEJwP V,'iT1' IOFCIv "= - \NITF GUST R2GE NCY STEEL I° PROJECT- KEVIN/XI 4 -16 -87 RODS PLACING 1st AT 11 FROM DESCR -5Ox 7!-I I-OPEN END Al 1 1St, THEN THE REST CONSECUTIVELY SITE- PARACNUTE, CO 500P00 - is-Wu-HO MFitSCALE- NONE DIO -1 or 2 ea.- L -D - 6? • s 03 HAIRPINS t7" / C 4" (4i I3 O/C GRAIN BLDG.) THUS: 2 ' -Z . B" 15SY 04 REBAR CONTINUOUS M -0'BENT REBAR 4' -0'O, . Yi" CHAMFER Ilk 4. MIN. FLOOR (OPTIONAL) - 1 • - - c� ' � 514" _` o ' i, 6x6 -10110 WIRE MESH , 14 R RE BAR2' -0 C " D 1 ' 171/2• 1 #4 ...FRS!: G O /Q. 1 � I 2 1 x + SECTION A -A WITH FLOOR SLAB � -J 1 z -O SOLID ENDWALL W TIE DOWN ROD M4 REBAR CONTINUOUS 8" 91/2" REBAR LENGTH 80" N IL 4 "MIN. FLOOR io� SS't" • S 1 /III o -- — " -1 6x6 -10x10 WIRE MESH 2 84 REBAR 2' -0" O/C 1' -0" O!C GRAIN BLDG. 21'h" SIDEWALL SFCTION B WI Fl OOR SI AR 80" BENT REBAR 1 / • 4'-6" 0C 6x6x10300 WIRE MESH ... i _a? - 1 1 . .. *4 REBAR CONTINUOUS 15" QTION C -C W /FLOOR SLAB a I 1 13 HAIRPINS e 2.1 O/C (13 /C GRAIN BLDG.) THUS: . f i Y3 BARS 2.7 O/C (e 13Z OIC GRAIN BLDG) Y¢ CHAMFER r8 15 K' S' THUS: 4'( ) 4' 1 1Y" (OPTIONAL) 1'•11' n - Ilr �Y REBAR CONTINUOUS 2ND POUR t ie Ya REBAR 2' -0'O /C _ ° u 1'•0" OIC GRAIN BLDG. e ii e • e :74;9. ry — �I'1 d° II II 1ST POUR 24' r-' V r. 1 2Ss DOOR ENDWALL SOLID ENDWALL OPEN ENDWALL • SECTION -A -A W/O FLOOR SLAB • M' TIE DOWN ROD • B' 9'h" B" *3 BARS @ Z7 O/C 14 REBAR CONTINUOUS i 1 (g. l 13 OIC GRAIN BLDG) THUS: 41 I4" ` f • N syr ' 11.5. ro , p1: dill mi • .Ar Y t 3 REBAR n OIC 231/2" I) 1 0/C GRAIN BLDG. SIDEWALL SECTION B W/O FLOOR SLAB 14" CHAMFER (OPTIONAL) . *4 REBAR 2'41" O/C 1'-0" 0/C GRAIN BLDG. Nig • te 2ND POUR la rp - I • 1ST POUR 24' SECTION C -C W/0 FLOOR SLAB OPENING COST• aT- DS PROJECT- 4 -16 -87 DESCR■ CK— SITE- 500P00 i ID- 11 WL 1SCALE- NONE DKR - 2 ROr CEO- GB6-2) I f sunward corporation 700 13th Avenue Southeast • Jamestown, ND 58401 (701) 252-7390 FOUNDATION NOTES - PANEL ARCH BUILDINGS 1. Allowable soil bearing pressure is assumed to be 3000 PSF on nonswelling soils. 2. All detailing, fabrication and placing of reinforcing bars shall comply with the current A.C.I. Manual of Standard Practice and the latest edition of the C.R.S.I. Manual of Standard Practice. 3. Concrete shall be a minimum strength of 3000 PSI at 28 days, minimum 6 sack of cement per cubic yard 41/2" maximum slump. 4. Rebar material shall be A -615, Grade 60 unless noted. Lap Rebar minimum of 22 ". 5. Concrete cover for Rebar, unless noted, shall be 1 for walls and 3" for footings. 6. Welded wire fabric shall conform to A.S.Y.M. A -185. Lap wire fabric minimum of 6 ". 7. Set anchor bolts by template only. 8. Foundation and floor slab shall be straight, square, level and smooth. 9. Grout shall be a minimum strength of 3000 PSI in 28 days, minimum 6 sack of cement per cubic yard, 4 maximum slump. Aggregate shall not be larger than 3/8" diameter. 10. It is necessary that all excess concrete be cleaned away from achor bolts to allow the base plates and door guides to rest flat against the slope on top of the foundation when the building is erected. A careless, unlevel, uncleaned concrete job will result in a poor slide door system for which building manufacturer will not be responsible. 11. Provide 1 /2" chamfer at all exposed corners. 12. Anchor bolts shall be ASTM A307 or equivalent. 13. Use Type II cement where soils are known to contain high percentage of sulfates. 14, Do not add calcium chloride additives or accelerators to concrete. SITE PREPARATION Careful consideration should be given when locating the site for your Panel Arch Steel Building. The site should not be located near trees or other tall buildings for these may cause excessive snow accumulation on the building. The surrounding ground should slope away from the building providing a well drained area. Please Note: (1) Neither footing nor slab shall be constructed on soil containing organic matter. (2) All fill used under slab and around perimeter of building shall be compacted in 6" layers to its maximum density at optimum moisture content. (3) Well graded, clean, granular materials are to be used for compacted fill. VERIFY LENGTH AND WIDTH DIMENSIONS Check your erection manual and your foundation blueprints to make certain that the dimensions listed agree with the dimensions on your contract. August 4, 1993 � � � t tit lo - Barry & Jan Hicks Sunward 11 Spruce Court ®rporation Parachute, CO 81635 50 RE: 50' X 74' - Keyway Steel Arch Building Gauge: 20 GA P.O. # GO -6863 Dear Customer, This is to certify that the above referenced structure is being designed for a roof live load of 40 psf on the horizontal projection in addition to the dead load. It is also being designed for a wind load of 110 mph. These loads are being applied in accordance 'with American Society of Agricultural Engineers and applies to buildings not loaded with grain. LL /WL is certified for empty buildings. LL /WL certified values diminish to a minimum of 12LL /15WL when grain is filled to maximum heights as specified in erection manual. If the building is to be used for grain storage, please do not exceed the maximum permissible values tabulated below: TYPE GRAIN SIDEWALL HEIGHT ENDWALL HEIGHT WHEAT 11'- 0" 9'- 0" CORN 8'- 0" 8'- 0" It is your responsibility to contact your city or county building officials to determine if the specified design loads above are adequate for your geographical area. If you are unfamiliar with the design loads required to obtain the necessary building permits, please contact your building official immediately and verify that the loadings you have ordered are correct and in accordance with your building official's requirements for obtaining the necessary permits. Sunward Corporation's limited warranty and engineering data are set forth in your LIMITED WARRANTY AND MANUFACTURER'S AGREEMENT. This certification covers components manufactured and delivered by Sunward Corporation's only and excluded such parts as doors, windows, foundation design, and erection of the building or miscellaneous components, not part of complete design. The undersigned is not the Engineer of Record for the overall project. Sincerely, ., \ �u p° R!C sT ° +a Paul E. Swain, P.E. Registered Professional Engineer ft,‘' i } • ji g 1` J'i kp1 ENc.N?�f PES /db x .............. ,,., 700 13th Avenue S.E. • Jamestown, North Dakota 58401 • (701) 252 -7390 September 13, 1993 Attn: Art Hoagland Enclosed are the plans and requirements for a building permit. The building will be constructed per the supplied Keyway Erection Manual and initially be utilized for agricultural storage. It is planned to apply for a zoning change to Commercial /Limited which would allow the building to be used for a small business. All construction will be accomplished with this planned use in mind to meet building code. Several details to be added not described in the manual are as follows; 1. Bring 200 amp single -phase electrical service to a meter box on the exterior of the building with provision for three -phase to be connected at a later date. This will serve primarily to operate 220V, 1.5 HP bi -fold door. In the future, lighting and outlets will be installed, prior to business use. 2. Two 30" steel entry/exit doors will be installed, with additional openings made prior to occupation of building to meet fire requirements in UBC 3802.6. 3. The 40' bi -fold door will be supported by its' own free - standing header and not rely on the building for structural support. Your assistance in this matter has been greatly appreciated. Should further questions arise, please contact me at 285 -7211. Thank -you. Barry J. 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Bo EAfl Co uCJP- ., � 1 tdAG I' I I 29° -� 1 I - sr � i i I I - -. ■ , - -.- - I 11' L ___ 1! _ - I _ - _. - ,__- - -_ __ - _ _ r -- - I __ 1 " — 38 F� ? 4t1 op roof _ :2) B, __,: o ���I 1 _ . i - ZS � I I_ FG 7D B76 //_ 7i1iCK s I +�� I 7y ) I I - , I I -, 1- rAB 1I L r- , p 7 I x6 /ocJ� /e� T 4 a L1__J I �I,i j1 i L � - • 1 I F F_ T rq view of I l l l J I _ r .... _ I _ _ SDL E N P WALL_ - �NO 'L _ 1 � I 1 1 _I NPI A AL - A ' ARI im D N12) B tS I - i ! FGbT1Ncg 1 } - , 4 WA LL ! 7Y' i . E•i � %E yi T� /C 6S�/ , 6" E _ NO -LOA iOP 1 I - N . EN D WALL 1 8 16 1 1 L, I Lo Ipoo _SELF- - I 4 I - I < SO 1 F _- - -- � - 1 - - j - -I- /MOT F_aY/ 1 n <vD SQAC E �y _ Ll�l�4 1 H xfo hi I = HT INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT A FIELD COUNTY, COLORAD Date Issued94 - _..2Zoned Area Permit No AGREEMENT In considera ion of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may Shen be revoked by notice fromkbehrnilditssiectoIplVINWEL BEC a E NylAt, ADD VOID, A git / bine? Use Address or Legal Description I !�F 5141 - t L a le Owner Contractor nAlAieir Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Electric -Final (by STATE inspector) Rooting Foundation / 0 /a c s ��` Plumbing-Underground /0 Gas Piping Healing Ventilation Frame '9-- i 15[7�- Insulation s i -o7.e Plumbing -Rough Drywally_ Electric -Rough (by STATE inspector) — ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. 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Your steel building is engineered to provide a strong, durable structure. This manual is intended to provide customers and/or their erectors with the recommended procedures for erecting their buildings; however, we do not guarantee and are not liable for the quality of erection, safety procedures during erection, nor do we assume any responsibility for building defects which may be attributed to improper erection applications or the negli- gence of other parties. Because of the wide variations throughout the country in zoning requirements and loading conditions (snow, wind, etc.), it is the responsibility of the customer to make certain that his building conforms to all codes. Where necessary, the company can engineer and supply buildings to meet special requirements, at moderate additional cost. It is recommended that construction insurance be pur- chased prior to erection to insure against any loss during erection of your building. Before starting construction, we suggest that you read the erection procedure fully to familiarize yourself with all the phases of the building procedure. This will enable you to plan the work properly and to avoid unnecessary delays during construction. Contents Introduction 1. General Preparation A. General Conditions 1. Safety 2. Equipment and Tools 3. Erection Sequence B. Component Identification C. Unloading and Storage D. Site Preparation 2. Foundations 3. Arch Erection • 4. Endwall Erection A. Door Endwall B. Solid Endwall 5. Grouting 6. Accessories A. Service Doors B. Sliding Doors C. Overhead Doors D. Vents, Louvers E. Grain Bulkhead Assembly F. Grain Building Endwall Kit G. Grain Auger Inlets and Outlets H. Grain Loads I. Insulation (Available only through local suppliers) 7. General Building Data and Parts A. Dimensions B. Building Parts and Numbers C. Wind Angle Location and Parts • Introduction We recognize that site conditions and other erection considerations may vary from the standards and instructions specified in this manual. In many cases, alternate methods and shortcuts in erection are proposed. In some cases, however, the owner or contracted erector must rely solving situations or problems peculiar to s specific conditions and or l: al building codes. Correction of Minor Errors In cases where the builder believes there are errors in shop fabri- cation that prevent the proper assembling and fitting of parts by use of drift pins, reaming, chipping or cutting, the builder shall immediately report such matters to the company. We may then either correct the error or approve the method and cost of the correction to be made. Design All our buildings are designed for uniform and parabolic loadings (snow, wind, grain) and therefore, will not accept concentrated (conveyor) loads. If special loadings are being considered, a company engineer should be contacted to avoid costly corrective measures. Precautions for Building Protection In order to prevent building damage caused by an abnormal accumulation of heavy snow, precautions should be taken to remove snow or ice as it accumulates on the top or against the sides of the building. General Conditions Safety The buildings described in this manual are primarily designed for farm use, rather than commercial or industrial use. Certain safety standards and regulations specified by OSHA (Occupational Safety and Health Act) may not apply. However, hazards to personal safety are present in any type of building construction and it is the owner's responsibility to check construction. Failure to do so could result in personal injury or penalties from authorities. Equipment Required Planning a building schedule and providing the proper working tools and equipment will help insure an efficient, economical and safe job or erection. Listed on the following page are the major steps of erec- tion and the tools and equipment which apply to those steps. The purchase of the listed tools, equipment and materials, not supplied by the company, is the ultimate responsibility of the owner. Therefore, we cannot be held liable for the quality of these materials. The following list of equipment is merely a suggested guideline and may be adapted to meet the needs of individual buildings. In any event, before beginning construction, the required tools and equipment should be available at the job site to prevent delays in erection time. Electrical power supply should be nearby and extension cords of proper size and length should be available and properly grounded during use. 1-1 Erection Procedure Erection Sequence Tools & Equipment Required 1. Foundation Transit or level a. Laying out Steel measuring tae 100' b. Excavation Stakes and twin p ( ) c. Forming & pouring Forming lumber Saw Hammer Nails Square Concrete reinforcing rods Mesh Anchor Bolts 2. Assembling parts Impact Wrench Wrenches (speed socket, spud and/or crescent) Vise grips or clamps Drift pins or punches 3. Arch Erection Gin pole or hoisting equipment Come -along 4. Endwall Erection Taglines, chain or cables with chokers Ladders Scaffolding Metal shims Washers No. 9 wire 1 /4" diameter cable 651in. ft. for 40' building 801in. ft. for 50' building 98 lin. ft. for60' building 5. Accessory Electric drill and bits installations Screw gun,socket drivers 1-2 f . . Component Identification Door Light i Header Beam 1 Vents — \ Grain Inlet — Preferred Direction i 1 Prevailing ' Wind Solid Endwall Atm \ -- 1 / /7" (' # ,;/ , // 7 1 , 1 11 , . / //,'," / f li by ,(7_ 4 e 1 ' 1 1 to : / i 'fi i 4 t ////// // I i\ i ` ___ l �aw—s c � ' Grain Outlet / Skylight Heavy -duty / Arch Panels Vertical Track Channel Service Door Sliding Doors — This section identifies the basic components used in metal building construction. It will be helpful to become familiar with the various structural members and their location. Although the framing configurations may differ, structural components and their locations shown here are typical for all buildings. Individual components are designed to serve a specific function and must be erected or installed at the locations shown and in the methods specified in this manual. 1 -3 Unloading and Storage Storage instructions All company buildings are manufactured and stored in a heated warehouse. When ready for shipment, each building is loaded and delivered to the site tarped and protected from exposure to weather. It is important that the building materials are kept moisture -free until the time of erection. Failure to do so will result in the formation of "wet surface discoloration" on the galvanized steel. If, for some reason, the steel panel should become wet while stacked, separate them one by one and wipe off any moisture which may be present. A light film of oil on the panels is merely a result of the manufacturing process. Access to Site Upon delivery, the vehicle transporting building parts must gain access to the building site. Access should be visualized and prepared in advance of arrival. All obstructions, overhead and otherwise, should be removed and the access route graveled or planked if the soil will not sustain heavy loads. Storage Protection 1. All galvanized sheets should be stored inside. 2. When storing outside is necessary, place bundled channels and hardware on wooden blocking so meta! surfaces do not touch the ground. Curved and straight steel sheets should be stacked individually on wooden blocking to allow air to circulate around them. Stack so that no moisture will be allowed stand or pond. 3. If bundled panels should get wet, they must be separated to permit drying. Place sheets on edge and space apart approximately one inch. To prevent the accumulation of "wet surface discolor- ation" on the sheets, wipe the wet areas with a coarse cloth (such as burlap) and then apply a coat of light oil or kerosene.The companyassumes no liability for panel discolor- ation after delivery. When handling or uncrating the panels, lift (rather than slide) them apart. Burred edges may scratch the coated surfaces when the sheets are slid over one another. NEVER ALLOW PANELS TO BE WALKED ON while on the ground. 1-4 Site Preparation Location Careful consideration should be given to the selection of the build- ing erection site. The site should be: 1. Sufficient distance from trees or tall buildings which may cause snow drifts and snow accumulations on or around the building. 2. Level and able to be drained properly (both underground and surface water). 3. Free from interference with obstructions and utilities (power lines, gas mains, telephone lines, water and sewer lines, etc.) 4. Easily accessible for the intended use (machine storage,,grain, etc.) 5. Located in accordance with present zoning regulations for setback from property lines, distance between buildings, etc. 6. Located so that the building is lined up or perpendicular to roads, other buildings, etc. for best appearance. This is the reponsibility of the customer. The importance of PROPER DRAINAGE away from the building and the site to insure the safety of the structure and its contents cannot be overemphasized. Proper site planning is important to the successful utilization of the new building . 15 1 Site Preparation (continued) (10r11- _ -el 1 / / I II ■ Air 1 \., io �i I 1i 1 1 �1I \ li to , _____,_ -•• Grading: Circumstances sometimes make it necessary that fill be used in preparing a site on sloping ground, and precautions should be taken to insure that the fill is adequate for the building and its intended use, and conforms to local building regulations. Contact a local engineer to establish which fill types and construction methods are best suited to local soil conditions. I Consideration must be given to building regulations and the intended use of the building. Regardless of local regulations, certain steps must be observed when preparing a site: 1. The ground under the building should be 8. Around the perimeter of the foundation, 1 level and the surrounding ground should the soil should be compacted as above, slope away from the building providing a therefore providing the foundation with well- drained area. additional support. 2. Remove topsoil before grading and 9. Excessive under round water must be construction. 9 drained off either by properly installed 3. Place the structure entirely on fill material weep tiles or an equivalent construction or cut (undisturbed) material. Never place method. part of the building on undisturbed material and the rest of the building on fill. 10. The construction method and materials 4. Neither the footings nor the slab should for the embankment slope should be be constructed on soil containing organic chosen to resist erosion caused by regular matter (trees, branches, leaves, etc.) water run -off. The embankment slope should begin a minimum of ten feet from 5. Fill material should be well - graded, clean, the foundation perimeter to minimize homogeneous granular material. erosion. 6. All fill used under slabs must be sufficient 11. If grain is to be stored on a reinforced ly compacted in 6 -inch layers to support concrete slab, a moisture barrier such as a the building and its contents. 4 mil polyethelene sheeting should be 7. The finished floor should be set six inches placed under the slab. above ground to insure proper entrance to the building and proper drainage. 1.6 Concrete Foundation Grain and Non -Grain Storage General Information Foundation design and construction are the most important steps in the building process. Whether the customer chooses to build his own foundation or contract it out, it must be noted that improper or inadequate foundation construction will severely limit the building performance and could lead to costly repair or rebuilding. It is essential that the building foundation meet certain design assumptions and load conditions. For this reason, it is recommend- ed that all building foundations be reviewed by a local soils engineer. General Foundation Notes Certain basic guidelines and considerations for foundation design are outlined on the foundation and anchor bolt drawings furnished • by the company .Careful consideration of the following notes will be helpful in completing the foundation: 1. The foundation is designed with due regard to specific conditions assumed at most job sites. However, the foundation design may require revision if unusual soil or drainage conditions exist. Any suggested details contained herein are suggestions only and a local authority, knowledgeable of the conditions at the site, should be consulted if the conditions are not ideal. 2. Reinforcing bars, wire mesh, anchor bolts, tie rods and/or hair- pins (hook bars) should be incorporated as required into founda- tion design .These materials are not supplied by the company . 3. The top of the foundation or floor must be square, level, and smooth and anchor bolts accurately set to a tolerance of ± 1/16" on dimensions within the group spacing for an individual member. All other dimensions shall be within ± 1/8 ". 4. All anchor bolts should be ASTM 307 or equal in order to conform to engineering design assumptions. 5. Unless explicitly noted, all embedded structural steel (including anchor bolts), other materials, and labor will not be supplied by the company. 6. Refer to foundation drawings for specif ic details and dimensions. 7. Review, study and understand foundation drawings throughly before beginning work. The first step in arriving at a high quality and functional structure, lies in determining the type of foundation best suited for the intended use of the building, and then proceeding with a professional concrete construction job. Note: For a grain bulkhead/, be sure to Install grain bulkhead anchors. For interior partitions, be sure to install necessary foundations and anchor bolts. If a utility building is to be used for grain storage it must be made weather -tight by installing the sealant tape and the endwall gasket package Included with the building. 2.1 I Squaring The Form String Lines Foundation Layout There are several basic foundation designs be carefully and accurately laid out before adaptable to metal building construction. The any excavation is made. Whenever possible, type and configuration used will vary a transit or similar means should be used to depending on the size and configuration of lay out the foundation perimeter; this will the building and the soil conditions present at insure accurate placement of corner the job site. Regardless of the specific measures and in turn, insure a square configuration, the foundation outline should foundation. All buildings are manufactured to I� close tolerances and therefore a Allig., 0114 square and level foundation is I required. Several methods may be _> used to achieve the proper foundaton: ,I A i� Diagonal Method II o For the greatest accuracy measure if li the diagonals and adjust the lines % - le until the two diagonal dimensions are 10 equal. If length AB = CD the founda- tion will be square. (In addition, AD = CB and AC = BD). Note: Wind can blow the strings sideways, or the strings might sag while putting up forms. "3:4:5" Right Triangle Method Support the string lines to prevent this if necessary. Another method of assuring a square foundation is the Right Triangle Method. Use the dimensions of the two sides of the right triangle A and B as shown in the chart, and adjust % jllK• the lines to obtain the proper length � for C. A `I N II II I Dimension A Dimension B Dimension C 15' 20' 25' l B �/ 18' 24' 30' 9 21' 28' 35' / I) 24' 32' 40' r>1 , 27' 36' 45' 30' 40' 50' 11 ii 11 2.2 Selecting and Building the Forms After the building foundation has been considerable pressure which may cause a selected (see Section 8 for out -to -out of poorly staked and reinforced form to move concrete dimensions), careful planning out of alignment. This may result in con - should be exercised in the construction of its struction problems and excessive corrective forms. Use only good quality new or used work once the actual erection of the building lumber with a minimum of 1 thickness has begun. If the forms are left for several (commonly referred to as "2" x "00" lumber) days, or are exposed to inclement weather for all major wall forms. conditions, they should be re- checked to insure that they are level and properly Caution: Concrete in its liquid form exerts aligned before pouring concrete. " Y ik : II?; = Foundation Forms Rebar, mesh, forming materials, and vapor foundation, designed to hold the arches and barrier are readily available at local lumber endwalls, be constructed exactly to the yards or concrete material suppliers. dimensions specified in this manual. A chamfer or a concrete edger should be used Care should be taken to prevent cave -ins on all exposed corners to provide a neat when utilizing the walls of the excavation for appearance and to reduce chances of chip - concrete forms. All areas within the form ping or spalling concrete. work should be level and smooth. Where fill is used, it should be properly compacted. Provide a vapor barrier below the floor slab when building is intended for grain storage. Once excavation is complete, install rebar, vapor barrier and wire mesh as required and If grain bulkhead or interior partition walls outlined in the following pages. are to be installed, all anchor bolts and cable anchors must be in place prior to pouring the It is especially essential that the keyway floor. 24 Concrete Materials The concrete used for the foundation and grout shall have a minimum 28 days compressive strength of 3000 Ibs. per square inch. For cold weather or winter concrete, remember the following: 1. Do not allow freshly poured concrete to freeze. Cover, heat and take precautionary measures. 2. Do not use accelerators such as calcium chloride. 3. Do not pour on frozen soils. 4. Pour only when the temperature is 40 °F and rising. Remember that adding water helps workability but reduces concrete strength. Therefore, avoid adding water to premixed concrete unless absolutely necessary. Provide Type V (Sulfate Resistant) cement where soils contain a known high percentage of sulfates. Type I I can be used if Type V is not available. Pour Concrete Proper planning of the foundation construction will insure that a sufficient amount of concrete will be available at the specified time. When pouring the concrete, make sure it is evenly distributed with- in the formwork. The use of a vibrator and level screeding of the concrete will insure a level foundation and prevent air pockets. Care should be taken to obtain a smooth finish and to maintain the correct elevation throughout the slab. When pouring the concrete, tie down rods made from %" reinforc- ing rod, should be embedded along the outer edge of the Keyway Foundation. These loops (see page 2 -6 in this section) should be spaced at 54" and are required to securely tie down and protect the building from high winds during erection and prior to grouting. For additional security, throw a 1/4" cable around the arches approximately every 20' and attach to Tie Down Rods embedded in foundation. A "come- along" may be used to assist in tightening the cable around the arches. After the floor slab has been poured and finished, apply an acceptable curing compound to reduce shrinkage cracks. Once all concrete work is complete and all forms are removed, inspect the slab, foundation, keyway and all anchor bolt locations. Check all dimensions and make any corrections immediately before erecting any steel. Normal Portland Cement should cure at least 7 days and high- early- strength concrete at least 3 days before attempting erection. 2-4 Setting Anchor Bolts Straight = Anchor 2" Bolt 3 T hr e ad Bolt with It is extremely important that all Anchor Standard _ Hook Bolts be placed accurately in accordance — Head — ( "J Bolt) with the Anchor Bolt Plan. Before pouring concrete, study carefully the following general notes describing size, type, and position of Anchor Bolts. Setting Anchor Bolt with Template Anchor Bolt Air Relief Hole 1 n Projection 1" xTemplate —, j I �1 11 I I + �q i 2 "x g �. r� % Forming K I „ Top of Concrete Level -- Mask or grease grease around Bolt Template 1. Use ASTM A307 Anchor Bolts or means in order to remain plumb during equivalent. Regular or "J" Bolts may be the pouring of the concrete. All used. However, care must be taken to templates should be prepared in insure proper Anchor Bolt spacing when advance so that they can be quickly fabricating "J" Bolts. nailed into place. Be sure to clean machine oil from bolts before placing 2. The threaded portion of the bolt should them in template. be a minimum of 2 ". Anchor Bolts should project 1 minimum above 4. Air Relief Holes should be drilled in the surface of concrete. template to allow trapped air to escape. When floating concrete, vibrate until 3. All Anchor Bolts should be held in place wet concrete appears at top of air relief with a template (see above) or similar holes. 2-5 Tie Down Rod Details The Tie Down Rods ( #3 "U" Bars) are embedded in the outer edge of the Keyway Arch Secured at Foundation Foundation (see below for placement With Tie Down Rod locations). As the arches are being erected, wire them in place (see detail at right) using No. 9 wire to secure the arches \`a until erection is complete. The wire should \\,\\`, \, be twisted to pull the arch snuggly into the ,\ \ \. \ \ keyway channel. The wire will be removed \ ;, and the rods cut off just prior to grouting. � ���A , \ \� � �� ill ) \ A\ \1\ ` 1 1 i i I MO fb Tie Down Rod Dimensions 4' , Tie Down Rod No. 9 Wire 0 Arch Panel 2'2" Keyway Tie Down Rod ilL Placement c m 1� (Each successive rod 54" on center) 54" 38" i , q �,. 11 �/2 2-6 Forming and Pouring Stemwall Keyway Foundation with Floor Slab See foundation plans to determine if the following instructions apply. Step One "U" Bar Form and pour Keyway I Stemwall indicated by 4 shaded area. v' Ig , I' E See foundation plans I_ for all reinforcing �1�MI sizes and spacing. • d� 3, pl Z 3h ■31 [4.4 y ,, Step Two Backfill and compact after seven days. • Step Three p Prepare ground surface re`-gR� ai (add 4 mil vapor barrier to.- for 1/21 grain storage build- e a k o a ings) and pour floor slab. 4ta Apply curing compound. 67' , s' '1., tl 'll 2.7 Forming the Keyway . . Without Floor Slab The conventional methods for forming Concrete should be poured as stiff as possible concrete for steel building footings usually to reduce "upflow" of concrete in the include forming for a continuous pour. Keyway. Keyway Foundation Crossection 51 Minimum 1 "x3" Crossbrace — Keyway Depth 2 "x4" Bracing every 4' -0" _ , ` /� 7` � ik '- 1"x3" Brace LI .r� WI-I Stake 2x6 �1�1 ' I , II! i h l— y f !t , __I_ ■ VI % � P" I Outside n �N rl Inside l � • TD .� 1 V 2 " Min. , , I hr Form Board • ' =/ 4 ' ire v , . • y n • "U" Bar i' ' VA "c „ P (all embedded) I 1/2" Rebar Continuous See Foundation Plans for "U " Bar- (27 "o /c) Y Rebar size and spacing V alternate rods are positioned higher to protrude above Keyway lip and act as Tie Down Rods Sidewall Endwall 11" Crossbrace f Crossbrace 11" 261" 12/2" 6 2 "x4" 9" H4i////: 2 "x4" � 4 �' °y 133/4" 73/4" 33 ,,,,,,,/--------"1/2" , 3 �/2 " 2.8 • Pouring and Screeding Keyway Without Floor - Form Standard Corner Forming - Level (Solid Endwall to Sidewall) - Pour Concrete - Screed - Strike Clean by hand ` �� s around Tie Down Rods � � c L%ip, and Anchor Bolts - Finish and Cure 4� - Remove forms ' . � - Backfill Note: Lighter materials than shown „ ` may be used if properly reinforced. ,/ 1” . i Construct a solid endwall screed and a sidewall screed to use in smoothing the bottom of the key- way. Level across forms before pouring concrete. Screed for Solid Endwall Screed for Sidewall a a a 161/4" 10'/4" /// 1 _2" 12V4" 2" [2" 61 /a .r 2 "1 r / T - y 1 1 \ ' _ 151/2 =1.51/2 ° .. .. -I 141/4" 14 8' /4 , F —if / /a � y , �J' N t l Screed 2 "x6" P ', • i , 1 /s" Chamfer i s.• - (optional) 4 , �• _ "U" Bar - � != —., alternating bars 79 x ��/, exposed to act as •; ._ ■p - - Tie Down Rods. ; Z • -, , • i . "U" Bar _ (all embedded in ! - _ I; I' interior Keyway ■, k - i - - i • : lip) ', -_ = - _ � _ 2-9 Forming Keyway with , Floor Slab The conventional methods for forming pour. Concrete should be poured as stiff as concrete for steel building footings and floor possible to reduce "upflow" of concrete in the usually include forming for a continuous keyway and floor. Keyway Foundation Crossection See Foundation Plans for Rebar size and spacing. Outer lip of Keyway is 8" wide. 80" Bent 111/2" Sidewall Crossbrace #4 Rebar 17 Endwall Vi" Chamfer 6x610110 a ��r ?+�s Wire Mesh ' ;., w���ll lb • I1 _` Brace and Stake sii:Noio F .!itAiF - s ifs q � ,. ° = 3 it f� � -I 4 mil ° , , O h• • • �� Vapor *i�1•�I.. •:,•••• II Barrier r Compacted ;• :� , " •. ••• Lai �l Granular Fill !N ��� • . ,,, '" - �, #4 Rebar taestia- � all i lbh' \ 1 �% A\� vi VI �n ' `� • Continuous �Pi AOI l k "U" Bar ' , � "U" Bar (27" o /c) ft II alternating rods are positioned higher to protrude above Keyway lip and act as Tie Down Rods 11" Sidewall Endwall 25 Crossbrace 191/2,' s,h 11" Crossbrace e 6� " 12+ '" 2xa 2„ , � r2x4 2" t0 \� 2.10 Pouring and Screeding Keyway with Floor Slab Standard Corner Forming - Form - Level (See Foundation Plans Pour concrete for Sliding Door Forming) - Screed Strike clean hand around Tie Down Rpds / and Anchor Bolts - Finish and Cure ,� / Remove forms Backfill Note: Lighter materials than shown may be used if properly reinforced. / /II l‘4.) --a, Construct a solid endwall screed _ .,-- and asidewall screed to use in -- W I - smoothing the bottom of the - - I\ Keyway. See page 2 -9 for dimensions. Pouring & Screeding Standard Keyway Level across forms NO before pouring concrete Tie Down Rods ciit a e ® ( "U" Bar external side) Broom finish 1 ® (exterior side) li � �•' 1/2" chamfer � (optional) Screed ` - Outside form Floor . .' steel trowel •. p finish �� �^� •.. _ %, • 2.11 Interior Partition Wall If a Partition Wall is desired, it must be set in the footing 13 to each side of the located as illustrated below. The Partition centerline of the building and at the center - Wall Footing should be planned and poured line for the 60' building. All remaining bolts at the foundation stage. In order for the wall are set at 27" O/C typical all buildings. The to connect properly with the arch, the center wall itself is installed after all steel has been line of the footing must be located at 27" erected. If grain is to be stored against the intervals from the door endwall. Anchor wall, refer to Grain Endwall Bolting bolts, for 40' and 50' buildings, should be instructions. Location of 1 . Partition Wall 1 and Footing • 27 " I Endwall 1 . I— Partition Wall Footing "i Arch Panels is 'i Keyway • • i Solid _ 1 Endwall �• I -, • , v„_, I 1 k I- I I- + + I 4 + -I 9 "15" 27" Desired space at 27" intervals Field -drill for 5/16" Diameter Bin Seal Bolts 9- 15116" O/C Cross Section at Top of Arch Panel Partition Wall Typical with _ t __ Inner Flashing or without Floor Slab I Iin1111 111W 5/16" Diameter Bi Seal Bolts 1, @ 1 9 O/C Average (see Endwall Connection Detail Page 3 -17) 1 i 1L `--- Interior Partition Wall Cross Section at � • �e® Cross Section at Bottom of Partition , s� Bottom of Partition Wall without Floor Wall with Slab (Non- Grain) – partition Centerline ----_ Floor Slab 518 "x8" Anchor Bolts �. , i I @ 27" O/C with washer 1 1 5/ 8"x8" Anchor Bolts I i 1 1 1 @ 27" O/C with washer 3Y M 1 ' ®- Partition Base Plates 1 6x6 - 10110 Wire Mesh - 12" • : .j- , q4 Reber -- „ ---- v Continuous 12" Partition Wall,� • - r 12" { Footing 14" 14" 2.12 . Baseplate and Door Guide Installations Step1 _ - -_, , a N Install Baseplates and Opening Door Guides as shown. Clean away excess dirt so that plates and � -- • • guides sit flat and slope ■ properly on foundation. i Apply a strip of butyl asphalt cement between , , 2_—_ ! -, Baseplates and foundation, , //r / then bolt securely. Anchor ; , V `� • bolts securing Opening / Door Guides should be cut at © `., • `• • off flush with nut. , \ \ 1%. 1 ii \ \, \ \ f 0 \ 1 I Step 2 ' , �% Begin erecting Arches at .A 1 /2 x 1 /2 Door Endwall adjacent to ¢ Base Sealant Baseplates. (Refer to Irtl following pages for specific arch installation instructions.) 1 ; I , va >sii rt= Opening Door Guide Baseplate Opening Door 20'x13' 20'x14' 24'x14 27'x14' 31'x14' Guide Schedule Door Door Door Door Door 40' Bldg. 21106 NA NA NA NA 50' Bldg. NA 21106 21107 21108 NA 60' Bldg. NA 21106 21107 21108 21109 Note: If foundation is not level along Door Endwall, Baseplates Baseplate 20'x13' 20'x14' 24'x14' 27'x14' 31'x14' and Opening Door Guides may Schedule Door Door Door Door Door need to be shimmed up prior to bolting in place. 40' Bldg. L. BL4312 NA NA NA NA R. BR4312 NA NA NA NA 50' Bldg. L. NA BL5512 BL5612 19669 NA R. NA 13R5512 BR5612 19670 NA ' 60' Bldg. L. NA BL7312 BL7012 BL7112 BL7212 R. NA BR7012 BR7112 BR7112 BR7212 NA -Not Applicable 3-1 The Modified "U" Arch 1 (40' Wide Building) Learn To Identify The Arch Panels Schematic For Arch Panel Prior to erecting the first arch, examine the Components arch panels closely. Notice that there are a series of t /e" diameter pilot holes located in the Sharp Radius portion of the panel. This Sharp Radius gives the building its modified % .p� "U" shape. Use these holes as an aid to Knee Panel t 1 position the panels correctly before bolting Sharp Radius t any arches together. t I i Base Knee Panel L___ Note: It is possible to mix up the panels and Sharp Radius still erect the arches. Should this occur, the Endwalls, designed to fit the unique arch I'" Centerline of Building shape, will not fit properly. Once correct identification of the panels has been determined, proceed to stack drilling as outlined in the following pages. - Match sharp radius ends of Base. Knee Panels with sharp radius ends of Knee Panels. Erection of First Arch Panel at Door Endwall �— Knee Panel Approximately 14' -4 " Base Knee Panel – clearance from top of floor to / has one row of holes underside of arch panel • ' / at Keyway end and (no stemwall) two rows at Lap end. Al ' / Floor * Note: Add 71/2" to obtain dimension from Out -to -out of floor to top of arch. Steel Arch 39' -6 " r it 3.2 The Modified "U" Arch (50' Wide Building) Learn To Identify The Arch Panels Schematic For Arch Panel Components Prior to erecting the first arch, examine the arch panels closely. Notice that there is aseries of t/e" diameter pilot Centerline of holes located in the Sharp Radius I building portion of the Knee Panels. This Sharp ________—_.________; Knee Panel Radius e the building holes its modified r \ i Sharp Radius "U" "U" Shape. Use these holes s as s an aid to \ position the Knee Panels correctly , before bolting any arches together. y Cap Panel Constant Radius Base panel / Constant Radius ' ti Once correct identification of the panels has been made, proceed to stack drilling as outlined in the following pages. Erection of Cap Panel First Arch Panel at Door Endwall // Knee Panel Pilot - Holes at Sharp Radius ends of P" Sharp Knee Panel to be /,n Approximately 17' -4 \ drilled out to 44' % 7 ' clearance from top of floor to \ diameter. underside of arch panel *n , , // (no stemwall) lei — Panel -has one r one row of holes at Keyway end and two rows at Lap end. 48' -6" Out t of Steel l Arch * Note: Add 71/2" to obtain dimension from floor to top of arch. / 3.3 • The Modified "U" Arch (60' Wide Building) Learn To Identify The Arch Panels Prior to erecting the first arch, Schematic For examine the arch panels closely. Arch Panel Notice that there are a series of a Components IA" diameter pilot holes located in the Sharp Radius Portion of the Knee „- Panels. This Sharp Radius gives the �� panel its modified "U" shape. Use Flat an el these holes as an aid to position the Cap panel � Knee Panels correctly before bolting (coolant radius) } any of the arches together. Knee panel / i (sharp radius) i i Base panel (constant radius) Once correct identification of the 4 Centerline of Building panels has been determined proceed to stack drilling as outlined in the following pages. Cap Panel elm � Flat Panel Erection of First Knee Panel - Arch Panel at `� 1/4" Pilot Holes at Door Endwall Sharp Radius ends of Knee Panel to be drilled out to 1" diameter. (oil Guide ( ll Door Guide (see / Approximately 19' -4+/4" shipping list for part numbers) clearance from top of floor to underside of arch panel Base Panel has �� (with 1 ,_0 stemwall as � one row of holes 1%* A shown)r / at Keyway end and two rows at Lap and. 59' -O" / I Out -to -Out of Steel Arch 'Note: Add 71/2" to obtain dimension from // floor to top of arch. Si O' t y 3.4 Aligning and Drilling Out Pilot Holes The unique patented forming process, which makes the "U" shape possible, does not permit the punching of full size bolt holes in the sharp radius area of the panel. For this reason, the 1/8" pilot holes must �!X be drilled out to 3/8 ". If desired, ---� a few panels can be stacked and drilled several at a time. . 111111 . 1 0 - However, drill no more than five panels at once to prevent poor alignment of the holes. Align pilot holes on several `I panels (no more than five) / and stack drill 3/8" holes. Drill holes from top of arches downward. 1/8" di holes y drilled out out to 318" holes. 'tyr . 44 Located at each end of the arch panels, are indented grooves. 3/8" factory-drilled holes These grooves do not have any significance for erection purposes. They will not line up when panels are bolted together. 3-5 Arranging Arches . For Erection To aid in the erection of the arches, the - - Upper panel panels should be laid out in the manner indicated below. Lay out only as many arches / \ as will be erected that day. At this point, bolt / together the panels at lap splice locations to �� form only a partial arch. I n order to prevent '' Z -z/ �V �� y ,, erection difficulties and damage to the % / arches, DO NOT form a complete arch until �/ each side has been raised into a vertical /V" position. \ Note: For all buildings with one large door / T Place (sliding or overhead) begin arranging arches strip of for erection at the Door Endwall and work ,- oil caulking toward the Solid Endwall. I/ 1 as shown. i Note: Building shown is 40' wide. Use appropriate number of panels for wider buildings. Lap panels to allow rain to pass over and not collect at splice. Knee Panels `\ Lap Splice e / Refer to following page for bolting procedure and sequence Base Knee Panefj) A cti this uipa for scaffold er I 4 erecting equipment. As arches // are raised, equipment can be moved. eitilli 4111111611 . Illii gill . 3 -6 • Lap Splice Bolting and - Sealant Procedure (optional) Follow the bolting procedure shown Section Detail below for the lap splice which (Panel Overlap See below for bolt connects the arch panels. The Butyl - sizes and locations Sealant Tape should be applied care- at Splice) fully to lap splice and seam splices as shown. For best results in adhesion, wipe surface clean prior to Arch Panels application. Note: The sealant is intended to provide a water -tight building. Use extreme care and good judgment in Sealant its application. As an extra weatherproofing Sealant Tape precaution,it is possible to use tube Location at caulking at the joint where 4 panels Panel ° `' come together. It can be used in Overlap addition to the sealant tape and seam splice should extend 6 inches each side of Sealant • the splice. Lap Splice Bolting Sequence 7 _, .' =. Sealant / :. Insert all bolts loosely, then /4• Rope proceed to tighten in the following Sealant sequence: Tape 1. Install 11/4" long Bin Seal Bolts wrench -tight (Spacer Angles �' will be attached on inside of building atter arch is raised / into position). 2. Install 3/4" long Bin Seal / Bolts wrench - tight. 3/i `� 3. Install " long Bin Seal Bolts wrench- 30'x, tight. 30 1 2 3 1 / �:8 / \ 3 2 2 N \ - -= / / 3.7 Setting Scaffold and Miscellaneous Items Erection Materials . H e rat ro. y a L--- - . .4 " rm. ■ 4, d /- K 1 Itt intrfrt v iii ' � :% -1 'N - -a— l ii4, 1 .!,2er rt:pDp re sr' 1 No.9wire �j s :, ^ 4 "x4" Brace supports 1 4" diameter cable (wind cable) Scaffolding is best suited when set up as shown. The Materials Needed for height and configuration of scaffolding depends on Arch Erection: building width. Farm vehicles may be substituted for the scaffold. Various lengths of 2 "x4" 's and • Brace support lumber 4 "x4" 's for propping and bracing are essential. • Wind anchor cables • Steel drive stakes • No. 9 wire 3-8 Raising • The Arches The first half arch can now be raised 40' building shown into position as shown. While 9 supporting it, raise the second half arch into position and join the two half t c arches at the center. Sealant should ; .c � ! be applied along arch edges before m m ,1'�+r► attaching next arch. Continue 2 m ^ I ' this procedure until at least five a t a • � arches are completed. At this point ° ; ji� you may continue with the half , ;, 1/ 1 �� ►ice ► 41 41 arch procedure, or you may choose to > t � S dui 4 raise one panel at a time. It is VERY � - IMPORTANT to maintain a 27 "� rnofromteoec the high ��- �, rib ib o on one panel th l to the center of the ��11 ' high rib on the next panel. The / Spreader Angles and Spacer Channels illustrated on the following pages are installed to maintain this e ` critical spacing. e��' Top View of Arch Panel Position in Relation to Door Endwall Baseplate See detail below for proper position of the Notes of Caution first arch in the Keyway. 1. Lower each half arch gently into Inside 1 outside position over seam of preceeding ;-Q- arch to avoid disturbing sealant tape. Center splice can then be tightened wrench - tight. 2. Do not attempt to bolt 38" and raise a complete arch. 3. Climbing on to or walking on top of 27" the arches is extremely dangerous and should be avoided until all Anchor Bolt 1 arches have been raised. D - n 3" 1 1 Baseplate at 1 1/2" _ L— 8'h" Door Endwall 3.9 Aligning The Arches When attaching adjacent arch Aligning with panels, drift pins should be used to „, properly align holes while the bolts Drift Pin ( 11... are being inserted. At this stage, dill only every third or fourth bolt need ,, ii be inserted (see below), and all' bolts should be left finger tight. h �� Continually maintain "plumbness" and proper shape of arch. When the building is completed, tighten `� w Dr P seam bolts with a wrench. � Note on Skylltes: • Sealant A Skylite is a Knee Panel of fiberglass, and is slightly thicker Bin Seal than a steel Knee Panel. When a Bolt Skylite is used, a gap results at the lap joints of the fiberglass panels. Care must be taken to insure adequate sealing at these joints. In addition, Skylites should • be separated by at least 4 steel '• \ % arches. o \' Primary „ Bolting of 50' wide building with 20 gauge \\ \\ \' \\\ \ \ \ Arch Panels base panels require one 20 gauge \ \\ \ � \ \ Knee Panel to be located on one \ \ side of the Skylites. \ \ � ' � \ ,\\ \\\ \ ,\ CONSTRUCTION NOTE: ,` \ \ \ 1 1 1 When using "Liner bars" or drift pins as shown for hole 1, 1 1 110 1 alignment use care to avoid "reaming" or stretching the �'�' , 1 I holes. \11 If occasionally a hole is reamed out excessively, use a � ` `1 1 5/16" x 1" bolt with the large rubber backed washer to insure proper weather sealing. Bolt is shown below. • Coop 4' 3.10 Spreader Angles The Spreader Angles attach to the first three and the last three - - " --- - 7.---- -- - -41 r i. e -el li l >. . , arches at intervals shown at Al� right for various buildin sizes. ' �. These angles strengthen �' /(/ �' ends of the building and r , l i' % maintain the proper arch � '�� ' �� ���1 �� \ spacing. \ \\ >- ` As the first three arches are 1"1 i 11 1 erected, bolt the Spreader \1 \, \p \ �'' ■ Angles into the proper positions 40' Building 1 �� ■ as indicated. 7 Angles I, I " % Note: When installing Spreade Angles on a building with a 20 • - gaugegrainstorageendwall, - use 3/8" x 1 1 /4 " high strength bolts where the angles attach to Inner and Outer Curved Flashings. 0 � / , \ \ \\ Angle Spreader An o , Ny'! il"\' Dimensions g 50' Building �\ i; i� 0 \, 9 Angles ���' • . „ ' � ` 44 l_ 0 84" , ///// / N a 11/2. Fi \ \ \� \,, 04 l ,,,,, 60' Building :_ Angles %. 3-11 Checking -, Arch Spacing Sideview of As the erection of the arches pro- Arch Panels gresses, the center dimension (from high rib to high rib) should be check- Check accumulated ed approximately every 3 or 4 arches. length every 3 -4 arches This dimension must be kept constant 27 ": 2 " 27" (6' -g "for 3, s' -o" for 4) at 27" (center to center) to prevent the I arches from spreading. ` / f . — N If this dimension is not maintained, the shape and height of the arch is slightly altered, and the problem is compounded with the erection of each . j UT I -i- I . . consecutive arch. As a result, the endwalls and accessories will not fit properly. To maintain the necessary dimension, measure from one point using an V accumulated length of 3 or 4 arches rather than a series of small measure - II merits. The dimension should be checked on . rs____ j : both sides of the building as well as the peak: If the structure tends to creep ahead, push back on the arch i sections from the inside of the build- ing and readjust the structure to the correct dimensions.. Adjusting The installation of Spacer Channels- Arch Panels inside the building beginn4ngafthe / fourth arch (see next page for details j�� and locations) will maintain the / / / proper 27" distance between arches. / �/� ' / \ // 44/ 4 %/ N . , ; \ Another helpful aid in maintain ,, ing the 27" spacing between the /2 / // 7 77 / // / / L \ I ,� arches is to mark the 27" incre- // ; ' , /; ,�'� i 1y ments on the foundation with ,/,/ / , /� 4\ r / chalk beginning at center- � , 7, // ,� »/ e line of first high rib prior j /" / % A ,// go , // �� ° to erecting arches. /// 7,,,„4„, /7/ ! q • � i . r, Adj usting arches to maintain � l //,/, l � , 27" spacing center- to-center { 3 -12 Channel Layout Spacer Spacer Channels are 137" a /,• Channel long. Their purpose is to maintain the 27" dimen- C Spacer Dimensions sion between the center of the high ribs of each arch. Spacer Channels start on the inside at the beginning ` 13 i;, of the fourth panel from \; both Endwalls. The than- 11/2" Top View nels along the bottom are bolted Spacer bolted to the row of holes Channel at located at each end of the lower edge of the Base 27° Arch Panel Panels. These channels 5!1s ^x1Ve" should be attached as the / / Bin Seal Bolt erection progresses, (after Arch Panel every 3 -4 arches have been Spacer Nut raised) to prevent ac- spacer channel cumulated error in the 27" 5116" Nut spacing. / 9- 9/161_ Spacer Channel 40' Buildings —_ Locations Top Spacer Channel There are 5 rows bolted to center of of Spacer Chan- building at splice nels the length of 2 Knee Panels. of the building. Intermediate Spacer (beginning at the channels bolted at 4th arch from both / Splice of Knee and Base Knee Panels ends). The 2 locations along the Bottom spacer bottom of the cnannels panels in the Key- Cap Panel way will be grout - -� d in place. 5 Top Spacer Channel bolted to ends of 50' and 60' Buildings Cap Panel. There are 6 rows �w Intermediate Spacer Channels bolted at of Spacer Chan- / splice of Knee and nels the length Base Panels of the building Bottom Spacer (beginning at the Channels 4th arch from both ends). The 2 t locations along the bottom of the panels in the Key- way will be grout- ed in place. 3-13 Spacer Channel . . Placement Interior View of Building with Spacer Channel Spacer Channel Placement at \ Arch Panel 1 Overlap Outside r \ p \ \ \, 111 Angle goes es from , \ A 1st outside arch to -- the 4th inside arch. On both ends of 111 Inside Spacer Chan- building. nels are placed from / i i\_ I l fhont to the h 4 l th t aroh 6i 1 ''''' ' 1 11 \ L----;3?- 1 from the back. _ r'% Inside 114,5, _= ` 2rt - - -- >, i 6 , �; ' ' Spacer Channel ii , s " 5 /16"x11/4" bolts Note: Spacer Channels are mounted to walls where the panels overlap each `;, ' other. Modified Come -Along \\\ \\ \, \-. . . re__ R Spacer Channels are attached to 1 ;' the arches at the locations shown 1 on the previous page. Note the , I' .e __ ' overlap of the channels them- , I I , �, I � k " - � selves for additional reinforce - , /I' ment. The channels are fastened —∎ ^ 7 I � to the panels with 5/16" x 1" . I bolts inserted into pre - drilled holes. This may be done as the I arches are being erected. I I, it l i In order to maintain the proper arch spacing while installing the Spacer Channels, a "come - along" may be used to expand or Come -along contract the arch width as Arch Panel j needed. Bolts at Lap Splice I 3.14 . Anchoring the Arches Recommended Anchoring Spreader Angles �; . �_ M eth od s „ is\ c ,, er_____ :, LT -- .rill *1 ae ,fit SiMilocrita. :Air � .I>, t i � � / - iii t it , � � and anchored d arches and anhored to Tie Down Rod every - 20' Tie Down Rod Detail After several arches have been 0\ raised, two anchoring methods are yA \�A necessary. � \ 1. Tie Down Rods o the f Arch Panel , \ AA \ foundation must t be utilized \\��� \ \\ \! � \ V , 1 every 54 ". Run No. 9 wire from the rods to several bolts in the sp an r el \,\\�\, \\ \\\�I y •I 10 e Arch Panel (see right) and \\` ` \\ \ atio twist until secure. \ \111 I�IIIy 2. The recommended „I ���� proc is to throw a F Tie Down Rod cable around an arch .a4 I approximately every 20' No 9 wire and anchor to Tie Down twisted to Rods in foundation. secure arch in Keyway Important: To protect building invest- Optional blocking ment, take the necessary time and 2 "x4" (63/4 long) may be used proper materials to anchor the arches to maintain building shape.) Remove before grouting. securely. 3-15 Squaring and Tightening Seam Bolts Arch Squaring Method Once the arches have been raised, check each end for squareness, using the method outlined at left. If MW the ends of the arches are correctly aligned, proceed to tighten all seam bolts noting not to damage the neoprene seal washer on each bolt. Should the ends not align properly, attach a "come - along" to \B c / the lap splice bolts and to a vehicle. \ / Carefully correct the alignment. \ / \ / Caution: Tighten bolts carefully using the \ / Impact Wrench on the inside of the \ A / building, on the nut - "Not the / bolt ". Tighten each bolt in this to manner as not to damage the neo- CL w prene washer under each bolthead, Centerline of Building and still provide adequate water- proofing. The difference between points AB and AC should not be greater than one inch. The Centerline (CL) should be one half of the Measured Width (MW). fr) 4' i Cut Away View of vik Bolt Tightening ra e a - Si 3-16 Inner and Outer " Curved Flashing and Endwall Gasket Support. 1. After the arches have been erected, the 3. The Endwall Panels may now be erected by field drilling 318" holes and attaching the t o the first and and Outer Curved Fleshings field Endwall Panel to the Inner and Outer Curved necessary the he r Arches O and the Fleshings using 5116" Bin Seal Bolts. Re- pr6" - 1 / and ewall conneectionction s. . Use 5116 "xx1 -11 Bin Seal mum of from the should top placed f the Endwall Bolts. Panel. 2. Insert the Endwall Gasket as shown on this page by applying spray adhesive according to 4. Next insert the Inner and Outer Gasket manufacturers recommendations. For correct Suppose and elFmphinghby pushing the gla -n placement, see page 4 -5. and mount using #14x1" Self Drilling Screws. NOTE: For 20 es for GrBnlBuilding Endwall Endwall Kit along with this page. Gas H t — gism -1-0 Outer curved Bolt 1 1 o Bin Seal I Locate 1 Flashing (attach to Bolts 11/2" Endwall Panels at A _ Minifrom mum all Seam Splice locations) top of panel Flashing /Panel \ � ` \ Connection #14x1 i sD55crews —�[� — — — — _IE i � � i \ -- e t F - Arch Panel ____ Endwall . "14x1" Self Drilling Screws Gasket o V A I 1, —� - / \-- \ - I . 1\\* C L-------------------- i Inner Curved Endwall Flashing 1 j Gasket II 1 III ill Endwall \ \ Support Gasket ftCF1408 Supporter , \\ I #CF2208 Endwall Panel I I 3 -17 1 C Door Endwall Install the Door Endwall according to the following sequence: 1. Determine the center of the building. place and recheck all dimensions. 2. Measure from building Centerline to edge 4. Proceed to erect panels outward from Door of Door Jamb Panels. Jamb Panels. 3. Plumb these panels carefully and secure , top of panel to Inner Flashing, and loosely 5. See Section Eight for exact panellnumbers bolt bottom to Baseplate. Measure top and corresponding to building widths, door size, bottom for width, adjust if necessary, bolt in and Endwall gauge. Buildings Dimenions 20'x13' 20'x14' 24'x14' 27'x14' 31'x14' Door Door Door Door Door 40' Bldg. A 19' -9" B 0" NA NA NA NA C 10' -0" D 10' -0" 50' Bldg. A 24'-3" 24' -3" 24'3" B NA 0 " 0" 0" NA C 10' -0" 12' -3" 13'41/2" D 10' -0" 12' -3" 13'-41/2" 60' Bldg. A 29'_6" 29 29 29'-6" B NA 1 '- 1 V2" 1' -11/2" 0 " 0 " C 8'-101/2" 1V-11/2" 13'-41/2" 15' -71/2" D 11' -1V" 13' -4 13' -41/2" 15'_71/2" Typical E 20 -0" 20 -0" 24' -6" 26'-9" 31'_3 All Bldgs. H 13 14'_0 14'_0" 14'_0" 14' -0" I _. Note: NA = Not applicable Door Endwall E Schematic C D r . Door Jamb Panel Bottom of Header I 'H Centerline of Bldg.—) B .— Centerline of Door Finished Floor A A 4 Out -to -out of Steel .. 4-1 40' Building Door Jamb and Door Header Assembly 20'x13' Double Slide Door I Door Endwall for 40' Building �- For the 40' wide building follow this step - by -step procedure when setting the slide door framed opening: 1. Set #4 endwall panels in place, plumb Ai 20' 0" them and temporarily bolt to flashing. (1 bolt per panel.) 2. Set the right and left hand door jambs to #11050 #11052 the doorjamb panel and attach permanently. Left Door / Right Door 3. Bolt the two header clips, #20126, to Jamb Jamb the door header while it is on the Fourth ground. Eodwall Endwall 4. Raise the door header up to the pre - Panel o o Panel punched holes and bolt in place to the r jambs. al �� 1.�� 5. Remove the temporary bolts from the endwall panels and square the opening Outside i so it is 20' -0" wide at top and bottom. Baseplate 1 #14 Self-drilling b A 1 /2" difference is tolerable. screws 6. When the opening is squared permanently 1-,_ Field-drill 3/8" bolt the #4 panels to flashing (3 bolts diameter holes every 18 -5/8" 0/C \ per panel) and continue with remaining door endwall panels. for 5116 "x1/4" Bin Seal \ Bolts Left Door Jamb I III I e� Door Header it��� �` \ �� _ j #20097 #20126 �1�ll� i a Header to Jamb ��.�.• ti /i1 '/z x1 Clip 'l ', , AA :, © sons Left Door I11rn ,,II to Jamb Panel 13'2° `� Floorto i� Baseplate I ' � '.I ;fo > -. IN ! ' i &. of clip �' --,:x. ;i \ V A� �'� - --- --- -- 14. __.- Door Track Anchor Bolt \ !�, \ \\ y Header Beam \ , l _ Foundation Use Self-Drilling Screws Spaced aced eH 7 te n Door \ /�\ Track Header on r er Center Beam m t to o r Door oor Header. 4 -2 Opening Door Guide �� . Door Endwall with Panel Support Header - 50' and 60' Buildings 60' Building Brace Detail (with 1' Stemwall) - Once the Endwall Panels have shown for Panel been installed, the Door Header - Support ![,t, 1 ,f and the Panel Support Header Header .cif \ Header must be added to complete I,E the door opening. h 1. Set the right Door Jamb behind ' 1 I _ 1i: y\A *� �� the right Door Jamb Panel at the i iRIN. right of the door opening. INII \ 2. Raise and install Door Header Assy., with Clip #20125 between -- _ f —' 3 ! jamb and header. ji 1 I� I % 1 3. Brace and support Header. 1 � � ,' 4. Install Panel Support Header. �I 1 II Attach to Door Header Assy., Scaffolding with #14x1" Self -Drill Screws and Bracing 24" OC. to support 5. Remove bracing after in- g P anel Support only a 4 Header while \ stalling base pans as shown on installing l Page 4 -4. Header Panels. Door Jamb and Panel Support Field drill Header Panel Header Installation -\ , Header Detail (Non- Stemwall j t 1 S uer Panel (installed Building) / � � 1 II Support Header) \ice; ' 44x1 1 Field -drill \� 1 1 1 1 1 1 Panel Support -\11'j ,. : ,1 1j 1' � i kb II Header for Left Door Jamb 1096) ' '' u' l i,, i, 5(16 "x (Right Door Jamb [210971) i i r i" Bin Seal Bolts Field-drill d I V, _ a typical Header Panel holes in r Jamb I I I ilk" x 1" bobs r and Panel W 1 Support Header , 14L-.9" Ili 1 for 5/16 "xs /a" I` - -- 1 1 14 1" Drillin Bin Seal Bolts. _ _ _ _ Header to Jamb III # x Self I I \\\II Screws 24" OC I - - - -1 top �,- 1 Clip (20125) Floor to ------.. Left Door of clip 14' -0" �� - Jamb Panel to top .- " of floor Panel Support Baseplate p Header Door Header Foundation Assembly 14' -0" Bottom Anchor Ball \ of Header to top of Floor • AS !_-__i u 11 1 - NOTE: Before installing Door Header Assembly, check for any bow. If header has a bow, install so bow is up as shown to right. 4 -3 27' Door-Endwall with Panel . Support Header - 50' Buildings Once the Endwall Panels have been installed, the Door Header Ass Brace Detail Y., 50' Building for Panel Support and the Panel Support Header must be added to complete the door �.� �— opening. 1 llii 1h�� ��� R : Header 1. Set the right Door Jamb behin � � � ��� ����� ��� the right Door Jamb Panel at the right of the door opening. GI 1 I, 2. Raise and install Door Header \ \ , Asst'., with Clip #20125 between N , i \ „ 1 \ \ \ ,,, ' . jamb and header. I I I \ ; 0',‘,- 0 \,, \ I \ 3. Brace and support header. - I �, 4. Install Panel Support Header. it Attach to Door Header Asst'., with ,t2 P ' , #14x1" Self -Drill Screws 24" OC. I I i Ii!! i 0i l l li. 5. Remove brac only after install- ' „ , I!�i ,Id ing base pans as shown on hl f Page 4 -4. Door Jamb and Panel Support E.W. Panel Header Installation #19671 Field drill Header Panel 1 �, (installed Detail (Non- Stemwall R P after Panel Building) � Support Header) r� 9 - -4 .. L,,... , 1-..... � ;- i� Field -drill Jamb t19675 -' ��� r = ' '1 1 i� • Panel Support 1 '. - ; � i I i ii 1 ��'' i Ii � Header for e i ° i i, 5116 "x ' ' Field drill holes in j,- Bin Seal Bolls Panel Support Header , • - " • Header /z " bolts - typical for 5116" x °b” Bin � ' ,' _ Panel Panel Seal Bolts ftr - , t Support , 4, 2 _ _ - Header 1 1 #14x1" Self Drilling I Panel + r 14' -9" Screws 24" OC i -- -'',If Support R ` Floor to 4 ��cader top I � of clip 14'-0" \ / Baseplate k19669 \ Door , F '- oundation Header Asst'. Anchor Bolt 14' -0" Bottom of Header to NOTE: Before installing Door Header i top of Floor Assembly, check for any bow. f ,&%,) r header has a install so shown so bow is up as shown to right. 4.3a Header Panel and Header Base Pan Installation 'After installing Header Panels, locate Base Pans -` behind panels on Panel Support Header as indicated below. Install Base Pans with edges down then field -drill necessary holes as shown. View From Inside Building Header Panels above door opening Door Track ' Header Beam^ Door Track Rain Shedder Excess portion of (installed after Door Jamb will extend hanging doors) past Door Header Panel Support r \ attachment location Header .J� 1 Door Header Assembly Pan — Insert Base with edges down Top View of Base Pan Outside � "i2 t 7 + #14 Self -drill Ing screws t 5116 "x /4" Bin Seal \ \ r / Bolt with Neoprene " { �/� t t washer Header Panel - Panel Support Header 5/16" Nut 1 o c =a-- and/ Header 4 + 4 4.4 Header Panel and Header Base Pan Installation VIEW FOR 50' BUILDING WITH 27 x 14 DSD After installing HeaderPanels, locateB S Ya s behind Panels on Panel Support Header as indicated below. Install Base Pans with edges down then field -drill necessary holes as shown. Flat Header Panel V I-------- View From Inside Building it 1 Header Panels /;t; ® E.W. Panel above door - '- opening m 0 Door Track N , g Header Beam i` -. Q . ; Door Track Jamb `' 1r4, */ Excess portion of Rain Shedder Door Jamb will extend (installed after past Door Header hanging doors) � attachment location Panel Support ! $ ='� Header . Left Door 1 (.1 Jamb #19675 ■ Door Header Assembly Base Pan — Insert with edges down Top View of Base Pan Outside * I t y #14 Self- drilling screws' \ / t 5 /16 "x3 /a" B Seel \ Bolt with .. Neoprene t t t washer N. Header Panel - it SE i. ,, f Panel Support 1 t ti " t' �—�� Header t. i 1 5/16" Nut i I / o o o� 4 .1 4 Inside * * * 4-4a Solid Endwall Begin the installation of the Solid General Assembly Endwall with the center Endwall Detail Panel and work progressively to the outside panels. It may be Arch Panels N. i I necessary to support the arch in � several places at the center in Inner Curved II II order to fit the Endwall Panels in Flashing / . .A III their respective positions. Refer II to Section Three to attach Endwall to Inner and Outer Curved "�I i II IIII i 1 Flashings, and Section Six for Solid Endwall \\ I grain building adaptations. For \ \ \ \N II grain load capacities, see Section Outer Curved I � SiX. Flashing ,1 Solid Endwall Panel Lengths (left and right sides of panels)* II 40' Building 50' Building ,60' Building Description Left Side Right Side Left Side Right Side Left Side Right Side #1 Pie Panel 7' -6 /4" 0" 6' -10" 0" 6' -8" 0" #2 Std. Panel 10' -61/2" 7' -3 1O'41/2" 6' -71/4" 10' -01/2" 6' -5" #3 Std. Panel 12' -51/2" 10' -41/2" 12 111/2" 10'- 11/2" 12' -9" 9' -101/2" #4 Std. Panel 13' -9W's" 12' -4" 14' -91/4" 12'-111/2" 14'- 6 12' -71/2" #5 Std. Panel 14' -8" 13' -81/2" 15'- 111/2" 14' -8" 15' -9" 14' -5" #6 Std. Panel 15' -11/2" 14' -7V2" 16'- 91/2" 15'- 101/2" 16' -71/2" 15' -71/2" #7 Std. Panel 15' -4 15' -11/2" 17' -61/4" 16' -9" 17' -2'/2" 16'- 7 #8 Std. Panel 15' -51/2" 15' -4 17'- 11 17' -5V4" 17'- 8 17' -21/4" #9 Std. Panel - - 18' -31/2" 17' -111" 18' -1" 17'-81/2" #10 Std. Panel - - 18 18' -3" 18' -6 18 #11 Std. Panel - - - - 19' -0" 18' -61/4" #12 Std. Panel - - - - 19' -31/4" 19' -0" #13 Std. Panel - - - - 19' -41/2" 19' -3 Center Panel 15' -5 " 15' -5 " 18' -51/4" 18' -514" - - Given dimensions apply to right side of building. For t left side, reverse panel dimensions. Z Sequence Panel Erection W 4eena • eeth O� 1 Lo cation monn� Location <ntI Start Gasket al Number , panels C '1 = 3 an vary a le ' " " ai,e e �,:bevi, =nmw e, = =l o w w.m „m can. =,L ". • flush with bass pl 40 arc, panel 401. 40 ..'. \'1::. #19677 Base Bolting Plate to solid endwall panels 4.5 Base Pan Layout at Floor After the Door Endwall Panels are bolted to the Baseplates, the Base Pans can be installed. Install all Door Endwall Base Pans loosely, tightening Bin Base Pan Details Seal Bolts first, then the self - Inside drilling screws. All Base Pans sit inside of Baseplate lip. Outside 1 Door Endwall Floor Base Pan (edges down) I , shown with Base Plate cutaway. gF _ sE Left Corner Base Pan 40' /50' Buildings 020298 II! I ,_ Corner 60' Buildings :;19 Base Pan 020299 ' Right Corner Base Pan d'�F _g i 40' 150' Building 020297 � � „ �i ` 60' Building 020300 56 P SI ,� _ (5) Self- drilling � n (fi s1t s ' screws through ae= ; k•P No. t Panel, 2 of _ i ' � which also • "'- =1 , attach through te nt outer Curved Baseplate Flashing (cut away to show ,r i Base Pan / Location for ,,,<T5 screw dr _ screws attaching Inner Curved Flashing and Corner Base Base Pan Pan Installations Endwall Panel — Base Pan Anchor Bolt 111 j "- Baseplate L B: �r ''�'4s t' #14 Self-tapping � e Screws Tip of Base Pan i� ��- rests on top of Bin Seal Bolt Bin Seal Bolt ® �' 4.6 Base Pan Installation and Caulking at Floor When Base Pan installation is complete, Cross Section A -A of use Tube Caulking to provide a weatherproof Caulking Location seal between Endwall Panels, Base Pans and Baseplates. Arch Panel Tube Caulking a (Apply along top edge after Base Pan Is Installed.) Base Pan Caulking and Base Pan as Bolting Details fa li ` Base Pan _ Tube Caulking -- � . A N. Panel Reinforcing — / Clip Baseplate -- _ 9 ". .. o Panel Reinforcing Clip #20124 This clip is used to prevent bolt from pulling through the panel when t 5116 "x3/4" Bin Seal nut is drawn tight at Bolt with neoprene Base Pan location. washer top of base Pan rests \ \ \\ on bolt) Endwall Panel * #14 Self- tapping Screw \ • lIc 5/1 6" Nuts It Outside Inside 1 1 1 1 A I £ 8 Ile 44 Door Track Header Beam i Assembly 40' Building In order to become familiar with all parts and their assembly, it is suggested that the Door Track Header Beam and Door Track be laid out on the ground first. See Section Seven for building parts and numbers and the following pages for actual raising and installation sequence. i Vertical Track Door Track Channel Header Beam #21104 #20010 • Door Track Center Header Beam (Flush with ` f #20101 bottom of Header Beam) \ ' Ram Shedder Clip • • V \ \ \ v '\ \' -- I T i ° H i i rig 2- #1421" Self-drilling screws attaching Door .k - t 0 Track to "_,� Header Beam at each Track Tab / f; v \IN Track Tab "� bib Door Track \ \� Header Beam \ #20010 ® - p �- / Field -drill %" diameter ' J holes for 5/16" Bin Seal Bolts VerticalTrack — Channel #21104 4-8 Raising Header Beam and Door Track (40' Building) After laying out and becoming familiar with Track Channel and Header Beam followed by the Door Track and Header Beam Assembly, raising the Right Side. To complete the Field -drill holes and attach Vertical Track assembly, center the Door Track over the Channels to Header Beams. Raise the door opening on the Header Beam, attaching Center Header Beam, making sure it is each section at Track Tabs. Install Trolley centered on opening. Then raise the Left Wheels. Vertical Track Channel Door Endwall with (Plumb before installing _ diagonal angle brace.) —� -_- Header Beam bp- Door Track Diagonal Angle Brace I�� v Header Beam Opening Door Guide I �- , �1 Spreader Angle \ Diagonal Vertical Track Channel Angle Brace Base Clip #20117 I :1::: \ #20104 - V2" dia. bolts n �t� i attached to Vertical Track B a, -I' I� � Vertical Track Channel Pad � \ � ' \ �,, '��, - Cha nne l with (3) Self-drillers \' -I Diagonal Diagonal Brace i Brace Bracket #21111 \���. i�1. Bracket #21111 and to s (4) = � \�� high rib of re Vertical Track — „_,4„:1_,,,,,---- arches with 1 Diagonal Channel � � / III Brace Bracket ► #20106 • 9 L ------ \ Header Beam 7 Installation Sequence • P o ), • Raise 2nd Raise 1st Raise 3rd • Detail A Detail B � � The following schematic diagram g mil c . represents a Door Track Header Beam Assembly for a 20'x13' slidin door on a 40' Mod "U ". Refer to Dimension D in the chart for overall length. Splice plates Note: Dimension C refers to the distance between overlap 6 ". the top of floor and the bottom of the Door Track Header Beam. Header Beam 20010 —__, Door Center Header Beam 20101\ Size A B C D Header Beam 20010 4) 20' x13' ..x- r ..x- Door 5'8V2" 8' -7" 13' -3" 40' -7" 4.9 Door Track Header Beam Assembly 50' and 60' Buildings In order to become familiar with all parts and on the ground first. See Section Eight for their assembly, it is suggested that the Door building parts and numbers and the following Track Header Beam, Header Beam Extensions, pages for actual raising and installation and Door Track be laid out sequence. 1 el -3 V Vertical Track Channel #21105 Door Track Header Beam Extension Door Track (Flush with bottom of Header Beam) Center Header Beam _ Rain Shedder Clips which are mounted at each end and 2' on center on the Door track. \art 2- #141" Self- drilling Screws attaching Door Track to Header Beam at each Track Tab. Track Tab Door Track Header Beam Field -drill holes for— - / 2 (one on each side of i a Door Track Header Beam) 5/16" Bin Seal Bolts. Vertical Track Channel #21195 - 410 • Raising Header Beam and Door Track (50' Building) After laying out and becoming familiar with right side. Finally, attach the Center Header the Door Track Header Beam Assembly, Beam. To complete the assembly, center the field -drill holes and attach Header Beam to door opening on the Header Beam and Vertical Track Channels. Raise the left attach each section at Track Tabs. Install Vertical Track Channel and Header Beam, Trolley Wh and while supporting the structure, raise the Door Endwall with Header Beam �= _,, Vertical Track Channel I I � ��iald N� 1 � � a� . (plumb before attaching Diagonal r \� Angle Brace) ,,,, — � 4 3 '� � Diagonal Angle Brace V % 1 #20104 attached to Vertical 8 111: � — � � vy� �, Track Charinel with Dia �`" `, onal Brace Bracket #21111 i��\ \�A,' (see detail on page 4 -9) and to fourth high rib of , arches with Dlagonal Brace ,�, t Bracket #20106. ' �,,ii \ \il\ S ` , � T I,I 1i / Vertical Track r __ Channel Pad �` � Vertical Track Channel Base Clip 20117 Header Beam Installation Sequence D The following schematic diagram Raise 1st Raise 2nd represents the Door Track Header Beam lllllhll'llll�'�,II n Assembly for the 20' x14' and 24' x14' 1 \. (1 sliding doors on the 50' Building. Refer to Dimension D for total length of loran C assembly including Header Beam Extensions. which overlap 6 ". 20'04' Door Note: Dimension C refers to the distance between ----''I , 1 the top of floor and the bottom of the Door Track Header Beam 20010 20010 Header Beam. Center Header Beam 20101 Door 24'04' Door Size A B C D ' 1 1 i f f 20010 20010 20010 f 1 20'x14' 5' -81/2" 8' -7" 14' -0" 40'-7" 24'x14' 4 -3" 16' -0" 14' -0" 49 ' -0 " 0 20116 20116 LI 4-11 Wind Bracing for all - Buildings with Sliding Doors Prior to installing Wind Brace Angles on For 50' buildings, the angles are installed 50' and 60' building, attach Header Stiffener from the bottom inside of the Door Header Angle at center of Panel Support Header as Assembly to the Second Arch panel. For 60 shown below. The Wind Brace Angle buildings, install the angles from the Door attaches, in the case of the 40' building, from Headers Assembly to the Third Arch Panel the bottom inside of the Door Header (see below). See Section Seven for Wind Assembly to the First Arch Panel (see Brace Angle part numbers and locations. below). For all buildings, field -drill two 3/8" holes at respective arch panel locations where Wind Brace Brackets attach. Wind Bracing Crossection Bolting Bolting Bolting location location location - for 40' for 50' for 60' �_" building building buildln 9 Header Stiffener Angle $ ; 01 i t ° ✓; 50'-HS 1374 I g' _ 60' -H8 1376 A s` Door Track 1 -+z' Header Beam I % - Rain Shedder Clip 4 L i f f ' Rain Shedder (Installed after 6 .%i" ,�L hanging . < 4 ,, r " "' door) . Door Track a Wind Brace I_ poor Header Aesy. Angle Detail A Detail A Crossection Exploded � Assembly ��l 2 -5f 16"x1 - • ems Arch Panel Bolts // Bin Seal B ! - 5116" x 1 Bolt olt Spacer Nut Wind Brace Bracket Wind Brace �1 / Wind Brace Bracket f 1 / Angle / / / /// 20091 1 A "x1 "Bolts ' • on each 1 se end of ! % e angle ..4.. i Wind Brace An r 4.13 G routing Once the entire structure has been assembled and all the accessories have been installed, the keyway can be filled with grout as outlined on this page. General Overview \, Grouting Note: If a Walk Door is to be located in the Solid 9 Detail \\ Endwall, it must be installed before grouting. \ General: Inside � \�,� 1. Grout materials may be obtained at local lumber yards or concrete material suppliers. Use \ ��� non - porous non - ferrous grout. Aft 2. Grout should be poured at lowest'' slump possible. Outside 3. Endwall grouting is similar to outline below. 4. Grout should cure for 5 days before loading with Step 1 grain. 5. Ideally a 6 sack Pea - Gravel Sand mix should be Arch Panel used; Calcium Chloride is not advised as an Tie Down Rod addition to the grout mix. spacer channel 6. Grouting material should not be applied when Foundaton the temperature is below 40° F. Hairline cracks may result due to freezing temperatures. 7. In the event that the grout develops some hairline cracks,a silicone type caulking should be used to allow for a long lasting seal. 8. An epoxy bonding agent can be used to bond the grout to the Steel Arches as an extra Step2 precaution against slight seepage. However, do f most owners do not find this Grout muse cover precaution necessary. raw edge of Tie Down Rods. Note 9. Grain should not be stored next to building side- slope to accommodate walls and endwalls until Keyway grout has attained rain run -off. 8" a 28 -day curing period. Step 1 Cut off Tie Down Rods and wire with bolt cutter before grouting. Step 2 Step 3 Grout on a diagonal plane to 6" above the keyway on the outside of the building. Irk Step 3 a ° Grout on a diagonal plane to 8" above the keyway on the inside of the building and approximately 8" towards the inside of the building from the Keyway edge Note: It is important that the grout line at the arch on the 8" inside be higher than that on the outside. NOTE: If you are concerned about your panels rusting at the base of the Keyway due to Grouting, we recommend using a Bituminous Material to coat the base of panels not to ex- ceed the height of Grouting excessively, due to appearance. (Not supplied by Manufacturer). 5.1 Two Foot Wide Walk In Door 7 1 t 1 1 r , i II z j The walk in door package provided from the factory will resemble a unit partially pre - assembled with aframing kit for installing it in the building endwall. • The step by step instructions for your door assembly will be found in the door package. 6.1 Four Foot Wide Walk In Door O , 441 The walk in door package provided from the factory will resemble a unit partially pre - assembled with a framing kit for installing it in the building endwall. The step by step instructions for your door assembly will be found in the door package. 6 -2 Walk Door Installation Panel Removal For Door s .... i. .t41%,, Installation alliiii- it :: Allillil h ie, 'I 4 : e A G L , i 4t k t 1 II a � t �x 1 L?t 1 I 5 — 1 II 111 t i . 1 i I ii To install the two foot wide Commercial Walk Door omit the Endwall Panel where door location is desired. (For a four foot wide door, omit two panels.) Bolt the Walk Door Frame Assembly in place, including the Walk Door Header. Measure from the top of the Header to the underside of the Outer Curved Flashing to determine the length of the Walk Door Header Panel, and cut the omitted panel to fit. Seal around Header with sealant tape and bolt Header Panel in place above Header. There are many different doors available. Sometimes field modifications are needed to install them. Always refer to the instructions found in the package from the door company for further assembly procedures. 6-3 1 Hanging the Door Leaves 40' Building • Place blocking at door opening (see details) • Lay doors on blocking • Raise door top, t Door bottom on ' ll blocking. . Insure that that Door r G Guide and Opening Door Guide are I ' ' properly engaged. /1 ��� • Insert Trolle Bolts. \ \ • Adjust Door Leaf height vertically, using nuts on Trolley Wheel �� �� Bolts to obtain efficient sealing \\: when in closed position. Height � �� adjustment should allow sufficient . \� guidance by Opening Door Guides , � � and Baseplates along Door `` l �l Endwall. \� Blocking to raise II I • Install Rain Shedder on Door Track Door Leaves. Header Beam. Door Track Crossection Outer Curved T O Flashing F � _ Header Panel —� , Q Header Beam \ Arch Panel- �/� Rain Shedder T Inner Curved �_ � _� attached to �� ` \ Flashing Door Track Rain Shedder �•-, � Door Header Clip With ; C. \ S20100 Trolley Whal two Uri" Self Drilling Wind Brace \\ Trolley Door Angle � , Wheel Bolt Track Trolley Wheel \ Door Top Door Closure Sheeting Door Channel I Top Door Channel Opening Blocking arranged Door In lever position Guide to raise Door Leaf Closure Trolley Wheel Baseplate 1) Bolt Door e Guid I Door Guide , Door Guide \ u System at Imo, System at �� ; Door Opening Either Side of l l Door Opening 6 -6 . Hanging the Door Leaves 50' and 60' Buildings • Place blocking at door opening (see details) mill \II ��, • Lay doors on blocking II'��� `IIII1ll • Raise door top keeping bottom on ' 1 VIII�!!��ll blocking. Insure that Door Guide bil �� and Opening Door Guide are \ properly engaged. 1 • Insert Trolley Bolts • Adjust Door Leaf height vertically using nuts on Trolley Wheel �; �� Bolts to obtain efficient sealing a \ when in closed position. Height adjustment should allow sufficient I II guidance by Opening Door Guide \ and Baseplate along Door Endwall. Blocking to • Install Rain Shedder at Door raise Door Leaves Track Header Beam Door Track Crossection Outer Curved [t es,vm .. , Flashing F— I 1 fri 1 Arch Panel Header Inner Curved Panel I Flashing G Door Track I Header Beam i Dilk)� Rain Shedder 1 1 /� ir attached to I �� �115 Rain Shedder _ I 1 `Header ' _ \ Clip with I Stiffener \ Door Track two 14x1" - 1 Base Pan \ Trolley Wheel 0. Self Drilling l Support \ Trolley Wheel Screws centered �`� Panel Bolt every 2'. 1 1 � � A •' Wind Brace Door Track Angle i� Top Door Door Header Closure Assembly Blocking Door Sheeting Top Door Channel arranged in Door Channels U lever position U to raise Door Leaf Opening Door Baseplate Guide Trolley Rubber r 1 1 Wheel 1 1 Closure Door Guide Trolley 1 1 Wheel Bolt 1 = J Door Guide Door Guide System at System at � I II Door Opening II Either Side of 2:: QJ Opening (Non- Stemwall) D oor P g 6 -7 1 Vents and Vent Jacks Vents are installed on the I. arch with a Vent Jack. s4�r �4s•� The jacks are positioned by mist cutting an opening adjacent to each side of the high CO rib of the desired arch. Place Vent Jack over opening from the top. ∎. Field drill holes accordin g to hole pattern shown in jack and arch. For best l ��►� sealing results, apply generous amounts of tube ' \' caulking between Vent Jack \� and Arch and bolt securely. Apply tube caulk- ing to seal any openings at Spinning �' ,, Stationary edges of jack flange. Vent Vent Place Vent over through D V Drill ill (8) 3 4" holes through Vent rim and jack and bolt together. Vent Jack 411A Note: For best results on a • 40' wide building, the Vent i< should be located on either H t side of the overlap at the center of the building, ` o not directly on the overlap. ° m Field drill `_. hole pattern �--- as Arch Panel \ 4 0 • Dimensions measured m , - along slope (face) of panel. 6 -10 Adjustable Louver Louver In Endwall 1 .,,, Louvers are installed in the center rill, endwall panel as shown at left. Carefully cut an opening corresponding f to size of Louver which will permit a snug fit. Place Louver over opening I IIIIIIIIIII from the inside of the building, field -drill holes where necessary and bolt in place. Cross a - -a __ ' Section Note: Use adequate amounts of of Louver tube caulking between Louver and endwall panel for efficient lIr weatherproofing. Inside a _ Outside t . ,fix : itilc:11!ii.#1`iliiiill...4i: t . Louver Installation t lo g Viewed From Outside of Building _ ' • I Insert ' from inside of ► I building OM fit• �� Inside Outside • i . 1 1 6 -11 Maximum Grain Loading Standard Keyway Building Views of Grain Elevation in Building Top of Grain Line - heaped to its natural angle of repose. RIPnao .I l u n lflhrm I lhlrrin' Peak w -T HeI�tk >. 1. ,qa r e A End View Partial Side View The Modified "U" Building can safely be used for lightweight grain or corn storage provided it is con- structed in accordance with this manual and the following levels are not exceeded. (See charts below.) All values are for buildings with concrete floor slabs. Do not store grain in a building without a floor slab. The capacities listed are based on grain heaped to its angle of repose for the entire length of the building. Flat storage or grain loaded through augers will result in somewhat lower values. KEYWAY DESIGN Maximum Height of Wheat and Light Weight Grains, Ft. Max. Grain Approx. Max. Storage Live Wind Building Panel Peak Max. Solid Capacity** Load Load Width Gauge Height Sidewall' Endwall (Bu. per ft.) (Empty) (Empty) 40' 22 13' -0 8' -9 7' -6' 280 32 psf 26 psf 40' 22/20/22 13'-0 8'-9 7' -6 280 32 26 40' 20/22/20 13' -0 11'-0 9' -0 330 40 38 ' 40' 20 13' -0 11' -0 9' -0 330 43 38 50' 22 14'-6 8' -0 T -6 390 25 17 50' 22/20/22 14' -6 8' -0 7' -6 390 25 17 50' 20/22/20 16'-0 11' -0 9' -0 490 25 25 50' 20 16' -0 11' - 9' -0 490 40 25 60' 20 16' -0 7' -0' 7' -0' 550* 20 23 40'- wide: Deduct 750 bu.lendwall for grain slope • 50' wide Deduct 1,300 bulendwall for grain slope • 60 wide Deduct 2,600 bu.fendwall for grain slope Maximum Height of Corn, Ft. Max. Grain Approx. Max. Storage Live Wind Building Panel Peak Max. - Solid Capacity•' Load Load Width Gauge Height Sidewall* Endwall (Bu. per ft.) (Empty) (Empty) 40' 22 13' -0 8'-0 6' -0 270 32 psf 26 psf 40' 22/20/22 13' -0 8' -0 6' -0 270 32 26 40' 20/22/20 13' -0 10' -0 B' -0 300 40 38 40' 20 13' -0 10' -0 8' -0 300 43 38 50' 22 14' -6 6' -0 6' -0 320 25 17 50' 22/20/22 14' -6 6' -0 6' -0 320 25 17 50' 20/22/20 16' -0 8'-0 8' -0 375 25 25 50' 20 16' -0 8-0 8' -0 375 40 25 60' 20 16' -0 6' -0* 6' -0' 460* 20 23 ( Note: Standard 50' buildings are on 1' stemwallsj All grain capacities are approximate. - - LL I WL Is certified for empty buildings. LL / WL cerlilied values diminish to a minimum of 12 LL 115 WL when grain is filled to maximum heighls as specified In erection manual. LL / WL certified values for partially Tilled buildings may be verified Ihrough W edgCor's engineering department. The difference between grain storage heights againsl opposite sidewalls must not exceed five feel. **'For non-stemwal l buildings, deduct 1'-0" from storage heights and 46 bushels per foot from capacities. NOTE: Definition of building gauges. 22 - All panels on the buildings are 22 gauge sleet. 22/20/22 - Both Endwal Is are 20 gauge, and the first and last arches are all 20 gauge. All other arches are 22 gauge. 20/22(20 - Both Endwalls are 20 gauge and the first and last arches are 20 gauge. All Base Panels are 20 gauge and all others are 22 gauge. 20 All panels on these buildings are 20 gauge. 6 -16 Recommended Door Light Location and Installation 12 ,_ 0 " i 12' -0" 24' Door Shown Typical for other widths. Section at Lap Splice Typical all buildings 1 1 1 Door Light I I Use SOS screws I supplied with building I Door Panel \ \ \ Door Channel [yam . 7 -6" from I top of Door. I Note: Locate Door Channel 1 at lap splice where Door - 1 Light and Door Panel meet. v 6 -17 Insulation , f y X t.�. © I 9 , ii In order to provide a climatized environment for the storage of materials other than grain, the building can be insulated with several types of insulation. The following recommended insulation materials are commonly used and easily obtained through local suppliers. Types of Insulation 1. Blown or srayed -on 2. Semi -rigid insulation board mounted on furring strips 3. Foil, paper, or vinyl- backed batt insulation available in rolls. 6 -18 Foundation Schematics Out -To -Out Foundation Width Keyway Sidewall To Keyway Sidewall Sidewall Sidewall r 40' wide =40'10" is 50' wide = 49' -10" 60' wide = 60'- 4" Out -to -out width of concrete Out -To -Out Foundation Length Keyway Solid Endwall To Door Endwall Solid Door Endwall Endwall See Table for Out -to -out Concrete Length Out -To -Out Foundation Length Door Endwall To Door Endwall Door Door Endwall Endwall See Table for Out -to -out Concrete Length 1 Note: Diagrams shown represent non - stemwall foundations (standard 40' and 50' building foundations). For a 60' wide building on a 1' Stemwall, refer to tables for Concrete Dimensions, and to Section on Foundations for Stemwall drawings. • 7-1 Foundation • Dimension Table OutfOut Oul/Out Out /Out Out /Out Out /Out Out /Out Number of Concrete Concrete Number of Concrete Concrete Number of Concrete Concrete Arches 2 Doors 1 Door Arches 2 Doors 1 Door Arches 2 doors 1 door 17 39' -9" 40' -g" 63 143' -3" 144' -3" 109 246' -9" 247' -9" 18 42' -0" 43' -0" 64 145' -6" 146' -6" 110 249' -0" 250' -0" 19 44' -3" 45' -3" 65 147' -9" 148' -9" 111 251' -3" 252' -3" 20 46' -6" 47' -6" 66 150' -0" 151' -0" 112 253' -6" 254' -6" 21 48' -9" 49' -9" 67 152' -3" 153' -3" 113 255' -9" 256' -9" 22 51' -0" 52'_0" 68 154' -6" 155' -6" 114 258' -0" 259' -0" 23 53' -3" 54'-3" 69 156' -9" 157' -9" 115 260' -3" 261' -3" 24 55' -6" 56' -6" 70 159' -0" 160' -0" 116 - 262' -6" 263' -6" 25 57' -9" 58' -9" 71 161' -3" 162' -3" 117 264' -9" 265' -9" 26 60' -0" 61'_0" 72 163'_6" 164'_6" 118 267' -0" 268 -0" 27 62' -3" 63' -3" 73 165' -9" 166' -9" 119 269' -3" 270' -3" 28 64 65'_6" 74 168 169'_0" 120 271' -6" 272 29 6 67,_9" 75 170'_3" 171' -3" 121 273._9 274 30 69 70 76 172' -6" 173,_6„ 122 276'_0" 277 -0" 31 71' -3" 72' -3" 77 174' -9" 175' -9" 123 278' -3" 279' -3" 32 73' -6" 74' -6" 78 177' -0" 178' -0" 124 280' -6" 281' -6" 33 75' -9" 76' -9" 79 179'-3" 180' -3" 125 282' -9" 283'_9" 34 78' -0" 79' -0" 80 181' -6" 182' -6" 126 285' -0" 286' -0" . 35 80' -3" 81' -3" 81 183' -9" 184' -9" 127 267' -3" 288' -3" 36 82' -6" 83' -6" 82 186' -0" 187' -0" 128 289' -6" 290' -6" 37 84' -9" 85' -9" 83 188 189,_3" 129 291 292 38 87' -0" 88' -0" 84 190' -6" 191' -6" 130 294' -0" 295'_0" 39 89' -3" 90'_3" 85 192' -9" 193' -9" 131 296' -3" 297' -3" 40 91' -6" 92' -6" 86 195' -0" 196' -0" 132 298' -6" 299' -6" 41 93' -9" 94' -9" 87 197' -3" 198' -3" 133 300' -9" 301' -9" 42 96' -0" 97' -p^ 88 199' -6" 200'6" 134 303' -0" 304' -0" 43 98' -3" 99' -3" 89 201' -9" 202' -9" 136 307' -6" 308' -6" 44 100' -6" 101' -6" 90 204' -0" 205' -0" 136 309' -9" 3 -9" ^` 137 309' -9" 310' -9" 45 102' -9" 103' -9" 91 206' -3" 207' -3" 138 312' -0" 313' -0" 46 105' -0" 106' -0" 92 208' -6" 209' -6" 139 316' -6" 317' -6" 47 107' -3" 108' -3" 93 210' -9" 211' -9" 140 316' -6" 317' -6" 48 109' -6" 110' -6" 94 213' -0" 214' -0" 49 111' -9" 112' -9" 95 215' -3" 216' -3" 141 32' -9" 322' -9" 50 114'_0" 115'_0" 96 217'_6" 218'_6" 142 3211 , _3" 324 143 325' -6" 326' -6" 51 116' -3" 117' -3" 97 219' -9" 220' -9" 144 325' -6" 326' -6" 52 118' -6" 119' -6" 98 222' -0" 223' -0" 145 327' -9" 328' -9" 53 120' -9" 121' -9" 99 224' -3" 225' -3" 146 330' -0" 331' -0" 54 123' -0" 124' -0" 100 226' -6" 227' -6" 147 332' -3" 333' -3" 55 125' -3" 126' -3" 101 228' -9" 229' -9" 148 334' -6" 335' -6" 56 127' -6" 128' -6" 102 231' -0" 232' -0" 149 336' -9" 337' -9" 57 129' -9" 130' -9" 103 233' -3" 234' -3" 150 339' -0" 340' -0" 58 132' -0" 133' -0" 104 235' -6" 236' -6" 151 341' -3" 342' -3" 59 134' -3" 135' -3" 105 237' -9" 238' -9" 152 343' -6" 344' -6" 60 136' -6" 137' -6" 106 240' -0" 241' -0" 153 345' -9" 346' -9" 61 138' -9" 139' -9" 107 242' -3" 243' -3" 154 348' -0" 349' =0" 62 141' -0" 142' -0" 108 244' -6" 245' -6" 155 350' -3" 351' -3" 7-2 Wind Brace Part Numbers And Locations 40' Wide Building Arsik 20'x13' Sliding Door 50' Wide Building '''"""'' 20'x14' Sliding Door 24'x14' Sliding Door x X X I I o 0 0 N N N I I I I L 60' Wide Building 111111111 1 Ft. Stemwall 20'x14' Sliding Door X x x 0 0 N N N N 60' Wide Building ''f'""'''' 1 Ft. Stemwall 27'x14' Sliding Door 31'x14' Sliding Door 1 x x x X x 1 I m m 8 m m 1 N N N N N I I _J L 7.3 40' Wide Building , Arch Erection Schematic Knee Panel 173%" Sharp Radius Lower End #R K0020 (20 Ga.) #R K0022 (22 Ga.) Base Knee Panel 175 Sharp Radius Upper End #KW0420 (20 Ga.) #KW0422 (22 Ga.) 15' -0 p " . from t of floor to top of arch . ranimimiligibi I To Raise Arches: Assemble partial arch consisting of Knee Panel and Base Knee Panel. Assemble corresponding side, and raise both. Attach at center, completing full arch. Flashing Assembly Outer Curved Flashing Cap Flashing CF18214 1821/2" Knee Flashing 156" \ \\ I 30" #CF3006 Base Flashing #CF9114 78" #CF7806 \S \ 93 79" #CF7906 7/ 79" #CF7906 #CF9106 ___________-----.- I 93 Inner Curved Flashing I I 7.4 50' Wide Building Arch Erection Schematic Cap Panel Constant Radius 162-13/16" #RC0020 (20 Ga.) #RC0022 (22 Ga.) \ Knee Panel Sharp Radius Lower End '• #RK0020 (20. Ga.) #R K0022 (22 Ga.) 17' -11 z/a" Base Panel from top of 164%" floor to top #KW0520 (20 Ga.) of arch #KW0522 (22 Ga.) To Raise Arches: Assemble a partial arch consisting of Base Panel and Knee Panel. Assemble corresponding side and raise both. Attach the Cap Panel, completing the full arch. Flashing Assembly Outer Curved Flashing Cap Flashing #CF18214 1821/2" Regular Flashing 78" #C F7814 �- 1 �........i Knee Flashing ---________ 79" #CF7914 / 30" #CF3006 \/ 7 78" #CF7806 78" #CF7806 79" #CF7906 Base Flashing 78" #CF7806 #CF16914 #CF8106 Inner Curved Flashing 7.5 60' Wide Building " Arch Erection Schematic Cap Panel 162 - 13/16" Constant Radius # RC0020 (20 Ga.) # RC0022 (22 Ga.) u Flat Panel 1I ;..............m...... + 76Y' #FP0620 (20 Ga.) #FP0622 (22 Ga.) 19' -11 " from top of Knee Panel floor to top 173 %" ` ' of arch Sharp Radius low end #RK0020 (20 Ga.) #RK0022 (22 Ga.) Base Panel 164% " Constant Radius # KW0520 (20 Ga.) To Raise Arches: Assemble partial arch consisting of Base, Knee and Flat Panels. # KW0522 (22 Ga.) Assemble corresponding side, and raise both. Attach at center with Cap Panel, completelng full arch. Flashing Assembly • Outer Curved Flashing Cap #CF16914 169 I Straight 77" #CF7714 8" #CF06 Regular 78" # 9 78" #CF781 77" #CF7706 Knee 78" #CF706 79" #CF7914 / 79" #CF7906 78" kCF Base �I Inner Curved Flashing #CF16914 — 1691" j 7-6 Endwall Panel Part Numbers For 40' Wide Building Header Panel part numbers apply only to buildings with Sliding Doors. For buildings with Overhead Doors, refer to shipping list. Header Panel Left 040021 Right 040020 Door Endwall s.....___________ 20 Sliding Door 20 Gauge Material NOTE: Header Panels O O O o are 2 ga. < ° < ° < • ° ` only. d J J d Q Q t Q Solid Endw_all 20 Gauge I i i I Header Panel Left 040021 Right 040020 h \ / Door Endwall 205:13' Sliding Door - �� 22 Gauge Material / N N N O V V < c O O R < N O O O O Q Q O Q � U U U 1U P U Solid Endwall 22 Gauge I I II 4 1, Y ,... , 0 7.7 Door Endwall With Panel Support 50' Wide Building (20 Gauge Material) Header Panel part numbers apply only to buildings with Sliding Doors. For buildings with Overhead Doors, refer to shipping list. Panel Support Header #20138' 24'x14' Sliding Door ,. Il���ur�III�IIIN�I�ll�lllllf_ ' 0 U) N m T N 10 0 0 0 N to o 0 0 0 ° 0 0) 0 0 co o 0 U U U 0 U 0 U 0 U U 0 00 24 6" N o - ibl U U ¢ m. Panel Support Header #20120 / 20'x14' Sliding Door Illlllih I� i =111II h I� 0 Cl O '- 0 e0 r O J J J ¢ ¢ ¢ ¢ ¢ U U U U U U 4 I° 20,-0" 1 F U 7 -8 Door Endwall With Panel Support Header 50' Wide Building Header Panel part numbers apply only to buildings with Sliding Doors. For buildings with Overhead Doors, refer to shipping I ist. Panel Support Header #20138 24'x14' Sliding Door Header Panels 111 _� �� 1 1 11II I1� _ I __ are 20 gauge o p 0 0 0 0 0 0 0 0 0 only. , 10 o 10 a, in � le ID 10 10 In n ao a, 0 o to m n o O O J 3 J Q Q Q Cr Q Q U U U U U U U U U U U 24 -6" Q :11 - • `� r Panel Support Header #20120 20`x14` Sliding Door I ► Header Panels t • .. 0 are 20 gauge r- o o o 11, o o 0 only. 3 3 3 J CC CC CC CC cr U U U U U U U U \ o N N N N N 20'-0" N N N N N O o In h u') in •n • N O t'''•) N '" p O 0 0 0 0 O 3 O O J 3 . 3 1 ¢ Q 1 Q Q � U l 0 U - U U U U - U 0 0 0 0 Panel Support Header 27'x14' Sliding Door #19673 Left side flat header panel Header Panels #19674 ` III ����IIIIIII I I Ill�lll�lllllll are 20 gauge only. I I: _______________ O O J J 1 ¢ O Header Panels ° ° ° are 20' gauge im only. See page 8 -8 for part numbers. 7.9 Solid Endwall Panel Part Numbers 50' Wide Buildings 20 Gauge 22 ry. 1111111111111b Door Endwall With Panel Support Header 60' Wide Building -1' Stemwall (20 Ga.) Panel Support Header 20'x14' Sliding NN #2o1zo Door Opening IIIII���pppI1 0 0 O 2 Q 0- U U U U 20' -0" 0 kb N O O O O U U U Panel Support Header #20163 II�� II IIII Door lOpening Sliding 11lllllll Illlull II �II Illllllu II�I�1���IIIIII Illl O O O O O O O O O O O O 0 o' 0 9- N CO CO N O 0 m O O O J J J J CC 0= Q 0: 0= U 0 0 U U U 0 U U 0 0 0 0 CO (0 26 9" o 0 0 0 0 J J J J 0 0 0 0 0 Panel Support Header #20163 31'x14' Sliding II Door Opening I, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO 0 0 (1:1 0 0 0 CO 0 CO 0 0 0 I - co 0) O N M M N _ 0 0) W O O J J J J J 0; 0: Q 0: Q Q Q 0 0 U 0 0 0 0 0 0 0 0 0 0 0 / < s 31' -3" CO CO 0 0 CO 0 0 CO 0 CO CO CO 0 0 CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � J J J J J J 0 0= 2 0: 0- 0= U U U U U U U U U U I U (J\ nip m in Header Panel part numbers apply only to buildings with Sliding Doors. For buildings with Overhead Doors, refer to shipping list. 7-11 Door Endwall with Panel Support Header 60' Building -1' Stemwall (22 Ga.) Header Panel part numbers apply only to buildings with Sliding Doors. For buildings with Overhead Doors, refer to shipping list. Panel Support Header #20120 20'x14' Door O Sliding � D oor Opening t Header Panels $ 0 0 0 0 0 0 0 0 are 20 gauge a only. 0 0 0 0¢ c.) 0 0 0 20-0" I O O N D S O O O O U 0 cc cc 0 0 0 cc ----- Panel Support Header Door lOpening Sliding I�IIIIIII II VIII II I III II IIII IlM I IIII IIIIII� #20163 O O O O O O O 0 0 0 O 0 Header Panels 0 m 0 `° N CO , O N _r 0 co 0 0 are 20 gauge J J J J J J e: Q 2 Q 0 2 only. 0 0 0 0 0 0 0 0 0 0 0 0 26' -9" O t 0 O O O N N O J D: Q Q 0 0 0 0 Panel Support Header #20183 DoorlOpening Sliding 11111111111111111 iIII1II I1011111 Header Panels o o 0 0 0 0 0 0 0 0 0 0 0 0 di 0 O 1D 0 t0 f0 t0 f0 t0 1D 0 0 O ,p are 20 gauge only. 31' -3" r- 0 0 O N t'1 �'1 N O 0 0 0 o 0 o c 0 o 0 o 0 0 0 0 b rc13 _m co g g 0 0 • - ■ 7-12 SOlid Endwall Panel Part Numbers 60' . Wide Building (1' Stemwall) • . 20 Gauge 1 i ' I ¢� i I I i t I I 1 iI O O O O O (0 O O O 8 O N N 2 N c O O m r- 2 . 2 (0 N O (0 (0 (0 0 (0 0 0 0 (0 (0 0 (0 (0 0 (0 0 (0 (0 N ( ( ( ( 0 a0 0 J J J J J J J J J J J J J CC Q Q 2 Q 2 Q Q ¢ 2 Q Q Q /Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y I ( 22 Gauge I O r I'T \ N N N N N N N N N N N N N O M f7 N O O O O O O O O O O ( (0 20 (0 ((0 (0 00 00 2 (0 ( 0 (O 2 '2 ( (0 2 2 (0 f0 2 2 2 (0 4D IYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 1 ( 7-13