TABLE OF CONTENTS ENDWALL E1-E4

Transcription

1 LG. "" Line Line Line Line ownspout ownspout Width Length Height Height Roof Pitch Roof Pitch rops Line rops Line '- /" 0'- /"8'-7 7/ 7'-" 0.97: LG. "" Line Line Line Line ownspout ownspout Width Length Height Height Roof Pitch Roof Pitch rops Line rops Line 8'-" '-" 7'-" 7'- /" 0.: OVER PGE - GENERL INFORMTION G-G NHOR RO PLN - PROJET NOTES N-N ROSS SETION S-S ROOF FRMING RF-RF ROOF PNEL RP-RP SIEWLL S-S ENWLL E-E TLE OF ONTENTS UILING '' Line Line Line Line Line Line UILING '' Line Roof Panel: Type: MS Gage: olor: Polar White Wall Panel: Type: P Gage: olor: Galvalume Framing: Purlin Type: ZEE Ordered Options: ase ondition: ase Trim olor: Wall Mastic: UL Rating: Sidewall Eave Trim Type: Eave Trim olor: Gable Trim olor: ownspout Type: ownspout olor: Elbows at ottom of rops: orner Trim olor: Framed Opening Trim olor: Light Transmitting Panels: ase ee- -- No Yes, UL90 Standard Profile Gutter herokee orrugated herokee Yes Galvalume herokee Roof = None Wall = None ccessories oor loser for 070,070 and 070 oor Leaf Panic Hardware for 070,070 and 070 oor Leaf NO. Roof Jack ("-7") 070 Solid Walkdoor & Frame w/lever Lock QUN Wall Openings See drawings for additional info. ESRIPTION '-" W x 0'- H Louver '-" W x '-" H Louver '-" W x '-" H Louver '-" W x 7'-" H Other - oor '-" W x 0'-0" H Other - oor '- /" W x 0'-0" H Other - oor '-0 / W x 0'-0" H Other - oor 7 0'-0" W x 0'-0" H Overhead oor 0'-0" W x '-0" H Overhead oor '-" W x 7'-" H Walkdoor ESIGNTION Line KEY PLN HIEF STNR OL FORM SETIONS ack-up Panel: Type: Gage: olor: S ESIGNTION Galvalume 0 LIP HIEF UILINGS ETIL GUIE: ROOF PNEL MNUL: Girt Type: ZEE EE STEEL LINE HIEF STNR PROFILES STEEL LINE rawing Mark Type QT Y Unit Weight ROOF TOP UNIT SHEULE F.O. Size F.O. y hief urb y hief RTU- RTU 000# '-" x '- /" Yes Yes RTU- HTH 00# '-0" x '-0" Yes Yes ST Panel P Panel STEEL LINE STEEL LINE MS Panel S Panel FINL ESIGN RWINGS STEEL LINE STEEL LINE MVF/MVP-PNEL FSP-PNEL named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription OVER PGE Firestone omplete uto are LORIN OH 0 Multi-uilding omplex RWN HEK ORER NO. /8/9 xx/xx/xx 07

2 Quality ssurance Policy The following Quality ssurance Policy is comprised of a list of guidelines and procedures to expedite customer service requirements in the field. hief's objective is to produce a first-class product and back it up with the best customer service in the industry. The Quality ssurance Policy has been developed over the last fifty years and is based on handling customer service in the field. These guidelines will simplify the communication process and expedite any special requirements needed to make your project run as smooth as possible. ommon Industry Practices: The correction of minor misfits by the use of drift pins to draw the components into line, shimming, moderate amounts of reaming, chipping and cutting, and the replacement of minor shortages of material are a normal part of erection and are not subject to claim. hief will not pay claims unless the following claim and authorization procedure is strictly followed by the uilder, or if the correction work is started prior to receipt by uilder of hief's written "uthorization of orrective Work". If erection is not by the uilder, the Erector is responsible for providing the uilder with the information necessary to make the claim to hief as provided below. hief is not responsible for any claim resulting from the use of any drawings or literature not specifically released for the components purchased for the project. hief is not responsible for any claim resulting from the use by the Erector of any improper material or material containing defects that can be detected by visual inspection. laims for disassembling such improper or defective material and costs of erecting replacement material are not allowed. efore you call hief: Have the following information ready when you call.. hief's order number for your project. This information is available from the drawings or the Shipping Papers.. Page numbers and detail callouts from the drawings.. Part marks.. Line numbers. Questions? Our Service team is here to help! ontact us at You can also contact us via at cs@chiefind.com or use the QR code to start an . rett Nellson ecky Grosvenor Lyle Miller Gary Taylor Shortage and amage laims hief personnel checks off all components on the order prior to shipment. However, it is imperative that the uilder checks each shipment against the Shipment elivery Note to ensure that the shipment is complete and no damage has occurred. Shipment elivery Note and ill of Lading will be provided with each load. full set of Shipping Papers, Erection rawings, HIEF UILINGS ETILS GUIE, Safety ata Sheets (SSs) and other important documents that will aid you in erecting your project are located in a Resale ox that says "OUMENTS ENLOSE". hecking the Shipment elivery Note: The Shipment elivery Note will contain the contents of each load delivered to the jobsite. Each individual item or bundle should be checked against the Shipment elivery Note. Each bundle will have a packing list or bundle tag that lists the mark numbers, quantities and weight of the bundle. The packing list should remain with each bundle to identify individual pieces. olumns, rafters, posts, beams and other structural members are individually marked. ngle flange braces are individually marked and bundled with a packing list. The part description on the Shipping Papers contains the size and length of the angle along with the bolt-up standard for that piece mark. Sag angles are individually marked and bundled with a packing list. If there is a bundle of the all the same mark number, only the top angles are marked and common piece marks are color coded on one end. The part description on the Shipping Papers contains the angle size and length in inches. able and Rod bracing are individually marked () and bundled with a packing list. The part description on the Shipping Papers contains the cable or rod diameter and length in inches. Girts and purlins are individually marked and bundled with a packing list. The part description on the Shipping Papers contains the member size and length in inches. Panel is only identified with a packing list. The piece mark on the packing list includes the length of the panels in inches. The part description on the Shipping Papers contains the color and panel type - "S" or "P". olting clips are individually marked and packaged in boxes with a packing list. Standard bolting clips can also be identified with dimensioned drawings found in the "uilding omponents" section of the HIEF UILINGS ETILS GUIE. Special plates will have a part drawing included with the erection drawings. Trims are individually marked and packaged in boxes with a packing list. Standard Trims can also be identified with dimensioned drawings found in the "uilding omponents" section of the HIEF UILINGS ETILS GUIE. Special Trims will with have a part drawing included with the erection drawings. The part description on the Shipping Papers contains the length and colors of trim pieces. olts, nuts, screws, mastics and other miscellaneous items are packaged in resale boxes. packing list is attached to each box that describes the contents. Missing or amaged Parts: ny missing or damaged items are to be noted on the carrier's ill of Lading. hief is to be notified immediately. oncealed shortages must be reported to hief during the following period dating from receipt of the first load: One load job = weeks Four load job = weeks Two load job = weeks Five load job = weeks Three load job = weeks Six load job = 7 weeks Seven or more load job = 8 weeks hief's responsibility for shortages expires at the end of these notification periods. Replacement Shipment: Maximum effort will be made by hief to ship replacement components as quickly as possible. hief will attempt to ship standard components fabricated in its building plants within 8 hours and stock items will be ready to ship in hours. When a shortage is determined, the uilder needs to notify hief's Service epartment of the issue. hief's Order Number and complete information describing the parts required must be conveyed at this time. hief will act immediately to get the parts to the uilder and responsibility for the problem will be determined later. fter the problem has been corrected, hief will determine where the responsibility lies. If it is hief's error, hief will provide the replacement material at no cost. Otherwise, hief will invoice accordingly. Transit amage: Nominal damage can occur during transit. hief supplies touch-up paint for such cases. However, if excessive damage occurs, the following procedure will be observed: Material damage (transit or otherwise) should be noted on the carrier's ill Of Lading. Failure to note the damage on the ill Of Lading will result in the uilder having to file the freight claim and hief may charge the uilder for the replacement material. White Rust: ll panels shipped from hief's building plants are in good condition. hief bundles and/or boxes of components are only for protection during transit. This packaging is not intended for protection during storage. Panels must be stored so air can circulate freely. Trapped moisture may cause discoloration or white rust. Refer to the "Unloading Procedures" in the General Information section of the HIEF UILINGS ETILS GUIE. uthorization for Returning Merchandise The authorization must be obtained from hief's Service epartment before merchandise may be returned for credit. Returned merchandise shall be limited to resale type items (i.e. fasteners, closures, etc.) at hief's sole discretion. hief retains the prerogative to allow or disallow the return of merchandise. uilder must contact hief's Service epartment with a description of the merchandise and the reason for their request. When authorization has been granted, an authorization form will be sent to the uilder along with a pre-numbered tag to attach to the merchandise being returned. % re-stock charge may be assessed on all merchandise which is authorized to be returned. Special Order Merchandise: Special merchandise ordered, such as special doors, windows, vents, fasteners, etc., may not be returned for credit. Replacement Items: ll merchandise shipped will be invoiced to the uilder. This includes parts sent to replace merchandise which has been authorized for return to hief. redit will be issued to the uilder's account when the returned merchandise has been accepted by hief. hief may refuse to credit your account if the returned merchandise is not in good condition. Field Modifications Notification of Field Problems: The initial claim must be made promptly by either written or verbal notification to hief's Service epartment. ny verbal notification must be followed up in writing within 7 days. The initial claim must include:. escription of nature and the extent of the errors, including quantities.. escription of nature and the extent of proposed corrective work, including estimated man-hours and costs.. Material to be purchased from other than hief, including estimated quantities and costs.. Maximum total cost of proposed corrective work and material to be purchased from other than hief. If necessary, hief may request pictures, field measurements, or other information that will aid in helping to solve the problem. uthorization MUST be obtained from hief's Service epartment in writing before field modification is made. uthorization identifies the problem and allows hief to participate in arriving at a solution, it does not assign fault or liability. hief cannot be responsible for structures which have been modified without specific authorization. ny such action may void warranties. ackcharge Procedure: ll backcharges must be submitted within (fourteen) days after completion of the corrective work for which prior approved authorization has been given. Failure to submit the backcharge within this time limit will negate hief's obligation to pay said charges. Information Required for Submitting the Final laim:. hief's Order Number.. ctual man-hours by date of direct labor use on corrective work and hourly rates of pay.. ost of material (not minor supplies) authorized by hief to be purchased from other than hief, including copies of paid invoices.. Total actual direct cost of corrective work (sum of and ). The final claim shall be signed and certified true and correct by the uilder. Final claims are paid to the uilder in an amount of the lesser of ost set forth in the initial report and subsequent "uthorization for Field Modification", or The total actual direct cost of corrective work.. The cost of equipment (rental or depreciation), small tools, supervision, overhead and profit are not subject to claim. This includes crane and lift charges. Primer: hief's shop primer is a rust inhibiting gray modified acrylic primer. This primer is intended to protect the steel only for short periods of exposure to ordinary atmospheric conditions. In addition, shop primer does not provide the uniformity of appearance, or the durability of a field applied finish coat of paint over a shop primer. The uilder must ensure that the primed material is stored in such a manner that water, snow, ice and other debris are not allowed to pond in the members. If primed material is to be top coated with other paint, compatibility tests must be performed by the uilder to ensure acceptable results. These compatibility tests should cover a cross-section of members (clips, angles, purlins, girts, columns, rafters, beams, flange braces, etc.) as different primers may be used on different members. FINL ESIGN RWINGS Ice and snow melt chemicals that OTs use are extremely corrosive to the steel and should be cleaned off at the earliest convenience. Panel undles: hief's standing seam panels will be sent at a maximum length of ' unless otherwise directed. ny bundles over 0' in length MUST be unloaded with a spreader bar. dditional handling and storage recommendations are included in the erection manuals. RELESE --8 SUPERSEES rawing uyer escription QULITY SSURNE POLIY Firestone omplete uto are LORIN OH 0 MULTI-UILING OMPLEX RWN HEK ORER NO. JWL 0/9/9 XXX XX/XX/XX 07 G G

3 /" HEX RON STEEL HE /" HEX RON STEEL HE /" HEX RON STEEL HE WITH SELING WSHER /" HEX RON STEEL HE WITH SELING WSHER /" HEX RON STEEL HE # - X /" W/O # - X /" W/O / - X " / - X /" / - X /" SHOULER MVF/MVP LIP TO R JOIST WITH UP TO " THIK INSULTION. MEZZNINE EKING TO R JOIST. MVF/MVP LIP TO PURLIN WITH UP TO " THIK INSULTION SUPPORT PLTE TO PURLINS T HIP OR VLLEY ONITIONS-MVF / MVP ROOF MS-ST-LIP TO PURLIN (WITH UP TO " THIK INSULTION) EVE PLTE TO PURLIN INSIE LOSURE TO EVE PLTE OR EVE STRUT SUPPORT PLTE TO PURLINS T HIP OR VLLEY ONITIONS-MS / ST ROOF MS/ST-LIP TO PURLIN WITH OVER " THIK INSULTION SUPPORT PLTE TO PURLINS T HIP OR VLLEY ONITIONS-MS / ST ROOF MS/ST-RKE SUPPORT TO RKE NGLE FLOTING EVE PLTE TO EVE STRUT FLOTING EVE PLTE TO JOIST /" HEX RON STEEL HE /" HEX RON STEEL HE /" HEX RON STEEL HE WITH SELING WSHER STEEL SHNK PINTE LUMINUM RIVET # - X /" W/O # - X /" W/O # - x /" / X / LIN RIVET MVF/MVP LIP TO R JOIST WITH OVER " THIK INSULTION MVF/MVP LIP TO PURLIN WITH OVER " THIK INSULTION SUPPORT PLTE TO PURLINS T HIP OR VLLEY ONITIONS-MVF / MVP ROOF WLL PNEL TO STEEL GRETER THN GGE TRIM TO STEEL GRETER THN GGE MS/ST LIP SREW FOR R JOIST EKING TTHMENT TO R JOIST N EMS MS / ST / MVF / MVP OUTSIE LOSURE TO K-UP NGLE T HIP ONITION TRIM TO TRIM TRIM TO STEEL /" HEX RON STEEL PINTE HE WITH SELING WSHER /" HEX ZMK- ZIN LLOY HE W/EPM TUULR WSHER /" HEX RON STEEL PINTE HE WITH SELING WSHER /" HEX RON STEEL PINTE HE WITH SELING WSHER ZIN PLTE PNKE HE / PHILLIPS SQURE RIVE LUMINUM METL KE SELING WSHER LUMINUM SHNK SIE VIEW TOP VIEW LUMINUM RIVET / - X 7/ / - X 7/ WT # - X /" WLL OR SOFFIT PNEL: TRIM TO PNEL OR PNEL TO PNEL MEZZNINE EKING T SIE LPS. WLL OR SOFFIT PNEL: TRIM TO TRIM ROOF: SHEETING TO SHEETING, TRIM TO SHEETING N RIGE FLSHING TO RIGE LOSURE WLL PNEL TO STEEL S / P SOFFIT PNEL TO STEEL EKING TO PURLIN RKE NGLE TO PURLINS-MVF/MVP/S ROOF /" HEX ZMK- ZIN LLOY HE W/EPM TUULR WSHER # - X " FSTENER USE IN UILINGS WITH LNKET INSULTION OVER WLL GIRTS GRETER THN INHES. THIS FSTENER REPLES THE #- X /" FSTENER SHOWN IN THE ERETION RWINGS N SETIONS. /" HEX ZMK- ZIN LLOY HE W/EPM TUULR WSHER # - X " PNKE HE /" ULTITE RIVET N WSHER RKE NGLE TO PURLINS-MS / ST ROOF ORNER NGLE TO GIRTS FLT STRPS TO PURLINS FLT SOFFIT TO SUPPORTS SUPPORT PLTE TO PURLINS T HIP OR VLLEY ONITIONS-S ROOF STINLESS STEEL METL KE SELING WSHER LIGHT TRNSMITTING PNEL TO LIGHT TRNSMITTING PNEL SIE LP WINOWS Y HIEF TO WINOW JMS TOP VIEW SIE VIEW / - X /" WT #7 X " WT # X / ONE WSHER FINL ESIGN RWINGS NOTE: THE ETILS ON THIS PGE OVERRIE ETILS IN THE ERETION MNULS. RELESE --8 SUPERSEES ROOF PNEL TO STEEL K-UP PNEL TO STEEL ROOF TRIM TO STEEL "STRIP OUT" REPLEMENT FSTENER FOR ROOF, WLLS, K-UP PNEL N TRIM named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE MS/ST-LOW SIE OF LIGHT TRNSMITTING PNELS rawing uyer escription FSTENER I. Firestone omplete uto are LORIN OH 0 MULTI-UILING OMPLEX RWN HEK ORER NO. JWL 0/9/9 XXX XX/XX/XX 07 G G

4 PNEL TO STEEL TRIM TO STEEL TMPERPROOF TORX #0 TRUSS HE RON STEEL # - X /" TMPERPROOF # - X " TMPERPROOF ZIN PLTE PNKE HE / PHILLIPS SQURE RIVE GRETER THN " INSULTION PNEL TO STEEL TRIM TO STEEL TMPERPROOF TORX #0 TRUSS HE RON STEEL ZIN PLTE PNKE HE / PHILLIPS SQURE RIVE OLT TIGHTENING INFORMTION Snug Tight. Snug Tightened Joints are used. Tightening of bolts shall be in accordance with the SPEIFITION FOR STRUTURL JOINTS USING HIGH STRENGTH OLTS latest edition published by Research ouncil on Structural onnections (RS). a. ll bolt holes shall be aligned to permit insertion of the bolts without undue damage to the threads. b. olts shall be placed in all holes and nuts threaded to complete the assembly. c. ompacting the joint to the snug-tight condition shall progress systematically from the most rigid part of the joint. Snug tight is the condition that exists when all of the plies in a connection have been pulled into firm contact by the bolts in the joint and all of the bolts in the joint have been tightened sufficiently to prevent the removal of the nuts without the use of a wrench. i.the snug tightened condition is typically achieved with a few impacts of an impact wrench or the full effort of a worker on an ordinary spud wrench. More than one cycle through the bolt pattern may be required to achieve the snug tightened joint.. Special Inspection - Inspection that installation achieved snug tightened condition is after bolt installation. Unless local authorities require otherwise, inspection before or during bolt installation/tightening is not required.. Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the work shift shall be taken from protected storage. Fastener components that are not incorporated into the work shall be returned to protected storage at the end of the work shift. # - 8 X " XG PNKE HE MVF / MVP UTILITY LIP TO WOO MVF / MVP LIP LTERNTE FSTENER TO WOO RKE N ORNER NGLE TO WOO PRPET P LET TO WOO # - 8 X " XG PNKE HE MVF / MVP UTILITY LIP TO WOO MVF / MVP LIP LTERNTE FSTENER TO WOO RKE N ORNER NGLE TO WOO PRPET P LET TO WOO /" HEX RON STEEL PINTE HE WITH SELING WSHER TMPERPROOF TORX #0 TRUSS HE RON STEEL / X /" TYPE MILLE POINT / - X 7/ TMPERPROOF STNING SEM ROOF LIP TO WOO PNEL TO WOO TRIM TO WOO TRIM TO TRIM TRIM TO PNEL PNEL TO PNEL / HEX ZIN LLOY HE W/EPM TUULR WSHER TMPERPROOF TORX #0 TRUSS HE RON STEEL / - X /" WT TYPE MILLE POINT # - X /" TORX RIVE FINL ESIGN RWINGS STNING SEM ROOF T EVE TO WOO S ROOF TO WOO TRIM ON ROOF TO WOO PNEL TO STEEL GRETER THN GGE TRIM TO STEEL GRETER THN GGE NOTE: THE ETILS ON THIS PGE OVERRIE ETILS IN THE ERETION MNULS. RELESE --8 SUPERSEES named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription FSTENER I. N OLT TIGHTENING PRO. Firestone omplete uto are LORIN OH 0 MULTI-UILING OMPLEX RWN HEK ORER NO. JWL 0/9/9 XXX XX/XX/XX 07 G G

5 OLLTERL LOS (see uilding esign riteria): hief uildings neither assumes nor accepts any responsibility for the design of hangers, bracing of suspended members, transverse support members, nor connections to roof purlins to support collateral loads. It is the responsibility of the uyer/ontractor and/or End Owner to have this design performed by a registered design professional. ll loads suspended from purlins shall have the load introduced through the web and not the flange of the purlin other than what is shown on this page. /" PURLIN ROOF SLOPE : MX WITHOUT EVEL WSHER RO HNGER TO E ENT TO VERTIL FTER INSTLLTION. /" NUT PURLIN /" STRUTURL SREW OR /"Ø MX HOLE FOR LT. FSTENER (Y OTHERS) /" MX PURLIN TYPE I ONNETION NOTE: Lightweight loads may be hung from the bottom flange of the purlin ONLY as shown at right within the following limitations:. Individual point loads cannot exceed 0#.. ttachment points cannot be closer than c-c along an individual purlin.. The total number of 0# loads cannot exceed (0. x bay length in feet). See note for further limitations.. More points can be attached to a purlin if the individual loads are less than 0#, but in no case shall the total load hung on a purlin exceed the collateral load times the purlin spacing (ft.) times one-half the purlin span (ft.). Point of attachment must be within ¾ of the purlin web.. The hole diameter shall not exceed what is shown. R SMMYS SELF RILLING FSTENER /" IMETER MX (Y OTHERS) 0# MXIMUM HNGER ETIL T PURLINS SMMYS ONNETION TYPE I WSHER 9/"Ø HOLE (FIEL RILL) 0# MXIMUM HNGER ETIL T PURLINS NUT/WSHER ONNETION TYPE I /"Ø RO MX NGLE (Y OTHERS) HNGING LO 0# MXIMUM HNGER ETIL T PURLINS ONNETION TYPE I TYPE II ONNETION NOTE: For loads exceeding the limits of Type I connections, utilize one of the Type II methods shown at right or a similar method provided by the Registered esign Professional. ll loads suspended from purlins shall have the load introduced through the web and not the flange of the purlin other than what are shown on this page. Hangers cannot be supported from the lip at the edge of the flange. RO HNGER TO E ENT TO VERTIL FTER INSTLLTION. /" PURLIN R SMMYS (Y OTHERS) /Ø RO MX WSHER STRUTURL FSTENER (Y OTHERS) PURLIN NGLE (Y OTHERS) R SMMYS (Y OTHERS) ROOF SLOPE : MX WITHOUT EVEL WSHER RO HNGER TO E ENT TO VERTIL FTER INSTLLTION. NUT WSHER /" PURLIN () STRUTURL FSTENERS (Y OTHERS) OL FORME NGLE (Y OTHERS) x x / (MIN) /" LOK NUT /" MIN 9/"Ø HOLE (FIEL RILL) /"Ø RO HNGER ETIL T PURLINS R SMMYS ONNETION HNGER ETIL T PURLINS R SMMYS ONNETION HNGER ETIL T PURLINS NUT/WSHER ONNETION TYPE II TYPE II TYPE II O NOT TTH NGLES TO PURLIN FLNGES. PURLIN EQ. EQ. PURLIN STRUTS N ONNETIONS RE NOT Y HIEF UILINGS PURLIN HNGER ONNETION MUST E THROUGH THE WE PURLIN () STRUTURL FSTENERS (Y OTHERS) (TYP) x NGLE (Y OTHERS) SMMYS X-PRESS SWIVEL HNGER (Y OTHERS) R HNGER N ONNETION TO PURLIN RE NOT Y HIEF UILINGS MXIMUM RETION T PURLIN x NGLE (Y OTHERS) HNGER MXIMUM INIVIUL POINT LO MXIMUM RETION T PURLIN HNGER N ONNE- TION TO STRUTS RE NOT Y HIEF UILINGS HNGER ETIL T PURLINS NGLE TTHMENT HNGER ETIL T PURLINS SWIVEL ONNETION HNGER ETIL T INIVIUL ZEE PURLIN FINL ESIGN RWINGS HNGER ETIL ETWEEN ZEE PURLINS TYPE II TYPE II TYPE II TYPE II NOTE: HIEF UILINGS IS NOT RESPONSILE FOR THE ESIGN OR EQUY OF THE RO OR NGLE N ITS TTHMENTS. RELESE SUPERSEES -0- named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription OLLTERL LOING N TTHMENTS Firestone omplete uto are LORIN OH 0 MULTI-UILING OMPLEX RWN HEK ORER NO. JWL 0/9/9 XXX XX/XX/XX 07 G G

6 0'- /" OUT-TO-OUT OF STEEL '-" 9'-0 /" '-". '-8 / '- /" '-" '-8 / '-" " '- /" OUT-TO-OUT OF STEEL '- /" 8'-" 8'-9" '-9 /" 8'-" '-" '-0 / 7'-7 / '-7 /" '-" 7'-9" '-" / '-" Field L L F F '-0" M X-racing LG. '-" Field X-racing G G F F F F F F F F E E E E E J J F F F F G G F F F F F F /" '-" '- /" K '- /" '-0 7/ LG. Field '-" '- /" '- / '-0 7/ 0'-0" 0'-0" '- 7/ '- 7/ '- 7/ '- 7/ 0'-0" 0'-0" '-7 /" '-7 /" 0'-0" 0'-0" '- 7/ '- 7/ '- 7/ '- 7/ 0'-0" '- /" 0'-0" '- /" '-0" '-7 /" '-" 8'-9" '-9 /" 8'-" '- /" 8'-" '-" 7'-0 / '- /" '-" '-8 / NHOR RO PLN NOTE: ll ase 00'-0" (U.N.) TO E USE FOR ONSTRUTION REFERENE NOTES:. ll nchor Rods including nuts and washers for same are not furnished by HIEF UILINGS.. nchor Rod material shall conform to STM F having a yield of KSI or greater.. Rod projections are recommended minimums based on the base plate bearing directly on the concrete pier. If the base plate is to bear on grout, the rod projection must be increased accordingly.. oncrete shall have a minimum strength of 000 PSI.. LL RWINGS RE NOT TO SLE. NOTE: Finish 00'-0" NHOR RO SUMMRY ia Qty Locate (in) Type Proj (in) Jamb /" F.0 8 Endwall /" F.00 Frame /" F.00 8 Windol /" F.00 Flrnc " F.00 /8/9 :pm named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription NHOR RO Firestone omplete uto are LORIN OH 0 MULTI-UILING OMPLEX RWN HEK ORER NO. JWL /8/9 /9/9 07

7 " ia= /" SW " ia= /" EW " ia= /" ia= /" " ia= /" / ia= /" " " " " " " EW " " " EW " " " SW 0" " " " " SW 0" " " " " SW EW/ SW /" " /" '-" '-0" See Plan ETIL ETIL ETIL ETIL ETIL E ETIL F / ia= /" 7/ 0" ia= /" EW " ia= /" / ia= /" SW / ia= " EW/ SW /" " /" " 8 7/ " " " SW " " " " SW EW/ SW /" " /" 9 /" /" 7/ / EW See Plan " See Plan " ETIL G ETIL J ETIL K ETIL L ETIL M SE NHORGE SPING FOR STNR SE NGLE, SE GIRT OR ONE PIEE SE WITH S OR P WLLS FSTENER TYPE & IMETER MINIMUM EMEMENT MXIMUM SPING SE NGLE (-0-) OR SE GIRT (G) MSTI (NOT Y HIEF) L SE NGLE (-0-) OR SE GIRT (G) MSTI (NOT Y HIEF) " L " ONE PIEE SE NGLE (OP) MSTI (NOT Y HIEF) L /" WEGE NHOR /" SREW TYPE NHOR / ST-IN NHOR /" HMMER-IN 0. POWER TUTE /" /" " WITH HOOK OR HE / '-0" '-0" '-0" '-0" /" '-" WITHOUT NOTH " MIN. RMSET, NHOR RO, OR EXPNSION OLT (" FROM EH EN THEN SPING FROM FSTENER SPING HRT) (TYP.) " MIN. WITH NOTH WITHOUT NOTH " MIN. TO E USE FOR ONSTRUTION HILTI KWIK OLT, RMSET TRUOLT, POWERS POWERSTU, OR EQUL FS TPON, HILTI KWIK-ON II, POWERS WEGE-OLT, OR EQUL POWERS ZM HMMER SREW, HILTI METL HIT NHOR, OR EQUL POWERS LLISTI POINT PIN, RMSET 00/00 SERIES, HILTI UNIVERSL NIL OR EQUL REFERENE NOTES: FSTENER SPING HRT. TUL SE PLTE IMENSIONS MY E SMLLER THN SE PLTE IMENSIONS SHOWN. SE MEMER ETILS ONTRTOR IS RESPONSILE FOR NHORING SE MEMER TO ONRETE. /8/9 :pm named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription NHOR RO Firestone omplete uto are LORIN OH 0 MULTI-UILING OMPLEX RWN HEK ORER NO. JWL /8/9 /9/9 07

8 RIGI FRME: MXIMUM RETIONS olumn_reactions(k ) Frm ol Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin RIGI FRME: MXIMUM RETIONS olumn_reactions(k ) Frm ol Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin RIGI FRME: MXIMUM RETIONS olumn_reactions(k ) Frm ol Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin RIGI FRME: MXIMUM RETIONS olumn_reactions(k ) Frm ol Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin olumn footings and piers must be designed to withstand horizontal and vertical reactions as shown on the anchor rod plan. chief buildings is not responsible for design of concrete foundation. chief buildings recommends that the services of a qualified engineer be obtained by the contractor / builder to design the foundations for the indicated reactions.. Reactions are given in kips. ( kip = 000 lbs.) moments, if any, are given in kip-ft. ENWLL OLUMN: SI OLUMN RETIONS (k ) Snow Wind Wind Wind Wind Wind Wind Wind Frm ol ead ollat Live Snow rift Left Right Left Right Press Suct Long Line Line Vert Vert Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Snow Wind Wind Wind Wind Wind Wind Wind Frm ol ead ollat Live Snow rift Left Right Left Right Press Suct Long Line Line Vert Vert Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Frame olumn -Wind_Right- --Wind_Left- -Wind_Right- --Wind_Long- --Wind_Long- -Seismic_Left Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Wind Seis Seis Frm ol Long Left Right -MIN_SNOW-- EPT_SL_- EPT_SL_- Line Line Vert Vert Vert Horz Vert Horz Vert Horz Vert Wind Seis Seis Frm ol Long Left Right -MIN_SNOW-- EPT_SL_- EPT_SL_- Line Line Vert Vert Vert Horz Vert Horz Vert Horz Vert ENWLL OLUMN: MXIMUM RETIONS olumn_reactions(k ) Frm ol Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin RIGI FRME: SI OLUMN RETIONS (k ) Frame olumn Seismic_Right -Seismic_Long -MIN_SNOW-- Line Line Horiz Vert Horiz Vert Horiz Vert Frame olumn Seismic_Right -Seismic_Long -MIN_SNOW-- Line Line Horiz Vert Horiz Vert Horiz Vert Frame olumn Seismic_Right -MIN_SNOW-- Line Line Horiz Vert Horiz Vert Frame olumn -----ead ollateral Live Snow Snow_rift- --Wind_Left- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Frame olumn -Wind_Right- --Wind_Left- -Wind_Right- --Wind_Long- --Wind_Long- -Seismic_Left Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Frame olumn -----ead ollateral Live Snow Snow_rift- --Wind_Left- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Frame olumn -Wind_Right- --Wind_Left- -Wind_Right- --Wind_Long- --Wind_Long- -Seismic_Left Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Frame olumn -----ead ollateral Live Snow Snow_rift- --Wind_Left- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Frame olumn -Wind_Right- --Wind_Left- -Wind_Right- --Wind_Long- --Wind_Long- -Seismic_Left Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Frame olumn -----ead ollateral Live Snow Snow_rift- --Wind_Left- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Frame olumn Seismic_Right -MIN_SNOW-- Line Line Horiz Vert Horiz Vert nchor rod design is based on shear, tension, and combined tension and shear. hief uildings is not responsible for anchor rod size recommendations when anchor rod configuration places the rods in a bending mode. when the column base plate bears on grout, the contractor / builder or foundation engineer shall investigate bending in the anchor rods and provide a shear key for the column base to the pier when the anchor rods are not adequate in bending about the pier. FRME LINES: OLUMN LINE ONTROLLING LO SES ead+ollateral+live ead+ollateral+snow+snow_rift ead+ollateral+0.7live+0.wind_right 0.ead+0.Wind_Left 0.ead+0.Wind_Right 0.ead+0.Wind_LongL 7 0.ead+0.Wind_LongR 8 ead+ollateral+min_snow 9 0.ead+0.Wind_Pressure+0.Wind_LongL 0 0.ead+0.Wind_Suction+0.Wind_LongL 0.ead+0.Wind_Left+0.Wind_Suction 0.ead+0.Wind_Right+0.Wind_Suction UILING RING RETIONS +- Reactions(k ) Panel_Shear Wall ol Wind Seismic (lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seis L_EW 7 F_SW, (a) R_EW 9 _SW, (a)wind bent in bay Note H V H V WIN ENT RETIONS H V H V + - Reactions Wall ol Wind(k ) Seismic(k ) Loc Line Line Horz Vert Horz Vert F_SW F_SW TO E USE FOR ONSTRUTION UILING ' ' /8/9 :am named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription NHOR RO Firestone omplete uto are LORIN OH 0 Multi-uilding omplex RWN JWL /8/9 HEK /9/9 ORER NO. 07

9 FRME LINES:. olumn footings and piers must be designed to withstand horizontal and vertical reactions as shown on the anchor rod plan. chief buildings is not responsible for design of concrete foundation. chief buildings recommends that the services of a qualified engineer be obtained by the contractor / builder to design the foundations for the indicated reactions. OLUMN LINE. Reactions are given in kips. ( kip = 000 lbs.) moments, if any, are given in kip-ft.. nchor rod design is based on shear, tension, and combined tension and shear. hief uildings is not responsible for anchor rod size recommendations when anchor rod configuration places the rods in a bending mode. when the column base plate bears on grout, the contractor / builder or foundation engineer shall investigate bending in the anchor rods and provide a shear key for the column base to the pier when the anchor rods are not adequate in bending about the pier. H V RIGI FRME: MXIMUM RETIONS uilding ode O 7 I Risk ategory II - Standard uildings Roof Live Load 0 psf Tributary rea Reduction llowed No ollateral Load 8 psf Ground Snow Load (Pg) 0 psf Exposure Factor (e).0 Thermal Factor (t).0 Importance Factor (I).00 Flat Roof Snow Load (Pf).00 psf Minimum Roof Snow Load 0 psf rift Surcharge Load, Pd and Snow rift Width, w psf for 0' along Line 9 psf for 8' along Line 9 psf for ' along Line uilding Enclosure losed Ultimate esign Wind Speed (Vult) mph (Gpi ± 0.8) Nominal esign Wind Speed (Vasd) 89 mph Exposure ategory Wind Pressure (q). psf Seismic Spectral Response Short Periods (Ss).0% Spectral Response s Period (S).0% Seismic Importance Factor Seismic esign ategory Site lass Seismic Resisting System Longitudinal irection Steel System (R=0.00) Lateral irection Steel System (R=0.00) Seismic Response oefficient (s) 0.00 Spectral Response Parameter Short Period (SS) 0.0 Spectral Response Parameter s Period (S) 0.0 nalysis Procedure: SLFM ase Shear.0 kips Other Loads: Three 0 plf wnings One 00# RTU One 000# RTU olumn_reactions(k ) Frm ol Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin RIGI FRME: SI OLUMN RETIONS (k ) Frame olumn -----ead ollateral Live Snow Wind_Left- -Wind_Right- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Frame olumn --Wind_Left- -Wind_Right- --Wind_Long- --Wind_Long- -MIN_SNOW-- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert ENWLL OLUMN: SI OLUMN RETIONS (k ) Snow Wind Wind Wind Wind Frm ol ead ollat Live Snow rift Left Right Left Right Wind_Press Line Line Vert Vert Vert Vert Vert Vert Vert Vert Vert Horz Vert Wind Wind Seis Frm ol Wind_Suct Long Long Long -MIN_SNOW-- Line Line Horz Vert Vert Vert Vert Horz Vert ENWLL OLUMN: MXIMUM RETIONS olumn_reactions(k ) Frm ol Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin ONTROLLING LO SES ead+ollateral+0.7live+0.wind_longr 0.ead+0.Wind_Left 0.ead+0.Wind_Left 0.ead+0.Wind_LongL 0.ead+0.Wind_LongL 0.ead+0.Wind_LongR 7 ead+ollateral+min_snow 8 0.ead+0.Wind_Pressure+0.Wind_LongL 9 ead+ollateral+0.wind_right+0.wind_suction+0.7min_snow UILING RING RETIONS +- Reactions(k ) Panel_Shear Wall ol Wind Seismic (lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seis Note L_EW racing Not Used 0 0 F_SW (f) R_EW (h) _SW, (f)racing loads are applied to adjacent building (h)rigid frame at endwall TO E USE FOR ONSTRUTION UILING ' ' /8/9 :9pm named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription NHOR RO Firestone omplete uto are LORIN OH 0 Multi-uilding omplex RWN HEK ORER NO. JWL /8/9 /9/9 07

10 N) ROOF MOUNTE UNITS The auxiliary support beams, main frames and endwall framing are designed to adequately support the following roof units: () # Roof Top Units * *- Roof curbs are by hief uildings. The locations of the roof units are as shown on the roof framing plan. Each unit shall be equally supported by the auxiliary support beams, and from at least two points of each supporting beam. If the actual locations for the installed roof units does not match the locations of the roof units are as shown on the roof framing plan, contact the Service epartment at hief uildings. hief uildings neither assumes nor accepts any responsibility for the design of the connections of the roof units to the supporting auxiliary support beams and the local stresses caused by such connections. It is the responsibility of the uyer/ontractor and/or End Owner to have this design performed by a registered design professional. N) ROOF MOUNTE UNITS The purlins, main frames and endwall framing are designed to adequately support the following roof units: () - 00 # Roof Top Units * *- Roof curbs are NOT by hief uildings. The locations of the roof units are as shown on the roof framing plan. Each unit shall be equally supported by a minimum of two purlins, and from at least two points of each supporting purlin. If the actual locations for the installed roof units does not match the locations of the roof units are as shown on the roof framing plan, contact the Service epartment at hief uildings. hief uildings neither assumes nor accepts any responsibility for the design of the connections of the roof units to the supporting purlins and the local stresses caused by such connections. It is the responsibility of the uyer/ontractor and/or End Owner to have this design performed by a registered design professional. N) NIHIH PNEL The structure provided by hief uildings has full height Nichiha wall panel, which is not by hief uildings. The girts have been designed to provide lateral support. The girts and panel have been designed for the wind loads provided in the greement to Purchase. ttachment of the Nichiha panel to the panel and/or girts provided by hief uildings shall resist the design wind loads. hief uildings neither assumes nor accepts any responsibility for design of this wall nor attachment or interface of this wall with the structure provided by hief uildings. Lateral deflection and drift limits for the structure provided by hief uildings have been held to the limits ordered in the greement to Purchase. These serviceability limits are consistent with those published in IS esign Guide Series Number - Serviceability esign onsiderations for Low-Rise uildings. It is the responsibility of the registered design professional to insure the Nichiha wall is compatible with these serviceability limits. The loads listed below are to be resisted by the wall panel and its anchorage to the secondary framing: Wall Panel Suction (Interior Zone) = 9. psf Wall Panel Suction (orner Zone) =. psf (orner Zone Width =. ft.) FINL ESIGN RWINGS named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription PROJET NOTES Firestone omplete uto are LORIN OH 0 MULTI-UILING OMPLEX RWN HEK ORER NO. ZO N N

11 SPLIE OLT TLE Qty Mark Top ot Int Type ia Length SP- 0 /" /" SP- 0 / /" SP- 0 /" /" FLNGE RE TLE FRME LINE I # SIES MRK RE IST. ETIL LIP F '-0" - XSST F '-0" - XSST F '-0" - XSST F '-0" - XSST F9 '-0" - XSST F '-0" - XSST 7 F7 '-0" - XSST 8 F '-0" - XSST '-" '-8 7/ /" 7 8 E- '- /" 7'-" '-0" '-0" '-0" '-" '-0 / RF- SP- '- /" LER +/- RF- SP- RF- '-0 / LER +/- SP- RF- '-0" '-0" '-" '-9" '- /" 8'-7 7/ '-0" Finish Floor '-0 /" '-7 /" '-0 7/ LER +/- '- /" OUT-TO-OUT OF STEEL ROSS SETION: FRME LINE FINL ESIGN RWINGS REFERENE NOTES:. Snug Tight: Snug Tightened Joints are used. See General Information Snug Tight Sheet for bolt tightening information.. Storage: Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the work shift shall be taken from protected storage. Fastener components that are not incorporated into the work shall be returned to protected storage at the end of the work shift.. olt and Nut Specifications: olts are high strength bolts conforming to STM F Grade or Grade 90. Nuts are high strength nuts conforming to STM 9 Grade or H or STM Grade,, or H nut specifications. Substitution of mild steel bolts or nuts is not allowed and any field substitution will void the design warranty.. Eave Height: Eave height dimension is not always to the top of the eave strut. ue to thermal block situations, eave height dimension and top girt space dimension may be to the intersection of the top of the purlins. Refer to the eave details for more information. /8/9 :am UILING ' ' named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription ROSS SETION Firestone omplete uto are LORIN OH 0 Multi-uilding omplex RWN HEK ORER NO. /8/9 xx/xx/xx 07 S S

12 SPLIE OLT TLE Qty Mark Top ot Int Type ia Length SP- /" /" SP- 0 /" /" SP- 0 " /" FLNGE RE TLE FRME LINE I # SIES MRK RE IST. ETIL LIP F '-0" - XSST F7 '-0" - XSST F '-0" - XSST F '-0" - XSST F0 '-0" - XSST F '-0" - XSST 7 F0 '-0" - XSST 8 F0 '-0" - XSST 9 F '-0" -7 XFP7 '-" '-" '-7 7/ '-7 / '-0 7/ '- / '-" '-8 7/ 7'-" '-0" '-0" '-0" '-0 /" '- /" /" RF- SP- '- / LER +/- 7 8 RF- SP- RF- '-7 / LER +/- SP- RF- E- 9 '- /" '-0" '-0" '-0" '-0" '-0" '- /" '-0 / 8'-7 7/ 0'- Finish Floor '- 9/" 0'-0 9/" '- / LER +/- '- /" OUT-TO-OUT OF STEEL REFERENE NOTES:. Snug Tight: Snug Tightened Joints are used. See General Information Snug Tight Sheet for bolt tightening information.. Storage: Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the work shift shall be taken from protected storage. Fastener components that are not incorporated into the work shall be returned to protected storage at the end of the work shift.. olt and Nut Specifications: olts are high strength bolts conforming to STM F Grade or Grade 90. Nuts are high strength nuts conforming to STM 9 Grade or H or STM Grade,, or H nut specifications. Substitution of mild steel bolts or nuts is not allowed and any field substitution will void the design warranty.. Eave Height: Eave height dimension is not always to the top of the eave strut. ue to thermal block situations, eave height dimension and top girt space dimension may be to the intersection of the top of the purlins. Refer to the eave details for more information. /8/9 :am UILING ' ' ROSS SETION: FRME LINE named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription FINL ESIGN RWINGS ROSS SETION Firestone omplete uto are LORIN OH 0 Multi-uilding omplex RWN JWL /8/9 HEK xxx xx/xx/xx ORER NO. 07 S S

13 SPLIE OLT TLE Qty Mark Top ot Int Type ia Length SP- /" /" SP- 0 / /" FLNGE RE TLE FRME LINE I # SIES MRK RE IST. ETIL LIP F '-0" - XSST F8 '-0" - XSST F '-0" - XSST F '-0" - XSST F0 '-0" - XSST F '-0" - XSST 7 F '-0" - XSST 8 F '-0" - XSST 9 F '-0" -8 XFP8 '-" '-" '-7 7/ '-7 / '-0 7/ '- / '-" '-8 7/ 7'-" '-0" '-0" '-0" '-0 /" '- /" /" RF- SP- '- / LER +/- 7 8 RF- SP- RF- '- / LER +/- SP- RF- E- 9 '- /" '-0" '-0" '-0" '-0" '-0" '- /" '-0 / 8'-7 7/ 0'- Finish Floor '- 9/" 0'-7 / '- 9/" LER +/- '- /" OUT-TO-OUT OF STEEL REFERENE NOTES:. Snug Tight: Snug Tightened Joints are used. See General Information Snug Tight Sheet for bolt tightening information.. Storage: Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the work shift shall be taken from protected storage. Fastener components that are not incorporated into the work shall be returned to protected storage at the end of the work shift.. olt and Nut Specifications: olts are high strength bolts conforming to STM F Grade or Grade 90. Nuts are high strength nuts conforming to STM 9 Grade or H or STM Grade,, or H nut specifications. Substitution of mild steel bolts or nuts is not allowed and any field substitution will void the design warranty.. Eave Height: Eave height dimension is not always to the top of the eave strut. ue to thermal block situations, eave height dimension and top girt space dimension may be to the intersection of the top of the purlins. Refer to the eave details for more information. /8/9 :am UILING ' ' ROSS SETION: FRME LINE named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription ROSS SETION Firestone omplete uto are LORIN OH 0 Multi-uilding omplex RWN JWL /8/9 HEK xxx xx/xx/xx FINL ESIGN RWINGS ORER NO. 07 S S

14 SPLIE OLT TLE Qty Mark Top ot Int Type ia Length SP- /" /" SP- 0 / /" FLNGE RE TLE FRME LINE I # SIES MRK RE IST. ETIL LIP F7 '-0" - XSST F '-0" - XSST F '-0" - XSST F '-0" - XSST F8 '-0" - XSST F8 '-0" - XSST 7 F9 '-0" - XSST 8 F9 '-0" - XSST '-" '-8 7/ /" 7 8 E- '- /" '-0 / 7'-" '-0" '-0" '-0" '-0" '-" RF- SP- '- LER +/- RF- SP- RF- '-7 /" LER +/- SP- RF- '-0" '-0" '-0" 7'- /" 8'-7 7/ 0'- Finish Floor '-0 9/" '- / '-0 9/" LER +/- '- /" OUT-TO-OUT OF STEEL REFERENE NOTES:. Snug Tight: Snug Tightened Joints are used. See General Information Snug Tight Sheet for bolt tightening information.. Storage: Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the work shift shall be taken from protected storage. Fastener components that are not incorporated into the work shall be returned to protected storage at the end of the work shift.. olt and Nut Specifications: olts are high strength bolts conforming to STM F Grade or Grade 90. Nuts are high strength nuts conforming to STM 9 Grade or H or STM Grade,, or H nut specifications. Substitution of mild steel bolts or nuts is not allowed and any field substitution will void the design warranty.. Eave Height: Eave height dimension is not always to the top of the eave strut. ue to thermal block situations, eave height dimension and top girt space dimension may be to the intersection of the top of the purlins. Refer to the eave details for more information. /8/9 :am UILING ' ' ROSS SETION: FRME LINE named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription ROSS SETION Firestone omplete uto are LORIN OH 0 Multi-uilding omplex RWN JWL /8/9 HEK xxx xx/xx/xx FINL ESIGN RWINGS ORER NO. 07 S S

15 SPLIE OLTS Splice Quan -----olt----- Mark Top/ ot Type ia Length SP- / " WF- WF- '- 7/ LER +/- WF- 8'-7 7/ 7'- 7/ SP- SP- 7/ 0" '-7 /" 0" 7/ LER +/- '-" PORTL FRME: FRME LINE FINL ESIGN RWINGS REFERENE NOTES:. Snug Tight: Snug Tightened Joints are used. See General Information Snug Tight Sheet for bolt tightening information.. Storage: Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the work shift shall be taken from protected storage. Fastener components that are not incorporated into the work shall be returned to protected storage at the end of the work shift.. olt and Nut Specifications: olts are high strength bolts conforming to STM F Grade or Grade 90. Nuts are high strength nuts conforming to STM 9 Grade or H or STM Grade,, or H nut specifications. Substitution of mild steel bolts or nuts is not allowed and any field substitution will void the design warranty.. Eave Height: Eave height dimension is not always to the top of the eave strut. ue to thermal block situations, eave height dimension and top girt space dimension may be to the intersection of the top of the purlins. Refer to the eave details for more information. /8/9 :am UILING ' ' named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription ROSS SETION Firestone omplete uto are LORIN OH 0 Multi-uilding omplex RWN HEK ORER NO. /8/9 xx/xx/xx 07 S S

16 SPLIE OLT TLE Qty Mark Top ot Int Type ia Length SP- 0 0 / " '- /" FLNGE RE TLE FRME LINE I # SIES MRK RE IST. ETIL LIP F0 '-0" - XSST RF-00 SP- RF-0 7'- /" '-0" '-0" '-0" '- /" '-9 /" LER +/- UILING ' ' SP- Finish Floor 8'-" LER +/- 8'-" OUT-TO-OUT OF STEEL ROSS SETION: FRME LINE FINL ESIGN RWINGS REFERENE NOTES:. Snug Tight: Snug Tightened Joints are used. See General Information Snug Tight Sheet for bolt tightening information.. Storage: Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the work shift shall be taken from protected storage. Fastener components that are not incorporated into the work shall be returned to protected storage at the end of the work shift.. olt and Nut Specifications: olts are high strength bolts conforming to STM F Grade or Grade 90. Nuts are high strength nuts conforming to STM 9 Grade or H or STM Grade,, or H nut specifications. Substitution of mild steel bolts or nuts is not allowed and any field substitution will void the design warranty.. Eave Height: Eave height dimension is not always to the top of the eave strut. ue to thermal block situations, eave height dimension and top girt space dimension may be to the intersection of the top of the purlins. Refer to the eave details for more information. /8/9 :9pm UILING ' ' named nor hief uildings is named and hief uildings designed by hief uildings. hief uildings, P.O. ox 078, Grand Island, NE rawing uyer escription ROSS SETION Firestone omplete uto are LORIN OH 0 Multi-uilding omplex RWN HEK ORER NO. /8/9 xx/xx/xx 07 S S