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Home My WebLink AboutGFI Building AdditionL_.IA M L IVI M M Y, r Lo U N I V ,fa'1 0 L 1f-+ q DATE.' JOB NO. 19 8 ATTENTION RE: G Y T-1 F01 x ij i j d J Ad d i -t 4QL '�S ND1NG YOU ,AttacheC 'rider �s „urate cover 'via - the foilowin iteMs:WE`ARE E �L'� p l E] Shopdramnl s Q Prints D !;Flans El� Sari ��les 0 Specifications p x - -- - Copy�of letter -1 than e order�]�. ..- . `t__ ti ., •. rid _ ' .• - ' •1 COPIES :4 _ NO. DESCRIPTION jj y ,�F ai i{1} r f.+.;y%r �"ki/rtfI { J+"9 ) a i .�I dri+� �'Asti.r �f '�''M '} ff"" ,J L� l' L ".�. \ l_1- F.J ss" has J.■R[ Ori�� 'SFr � �,}g �... '� •�'.. ��[,J�4 .,� � 1 yjy �� 1 y+�_� Yf'.1 .k �k, /fJj�� '�Y � i 1 _ •..�/g ({/ �A(+ � �es {+j. y�+�s � � „w„e Co r 1 ' '�S ND1NG YOU ,AttacheC 'rider �s „urate cover 'via - the foilowin iteMs:WE`ARE E �L'� p l E] Shopdramnl s Q Prints D !;Flans El� Sari ��les 0 Specifications p x - -- - Copy�of letter -1 than e order�]�. ..- . `t__ ti ., •. rid _ ' .• - ' •1 COPIES DATE NO. 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T A B L E O F CON T E N12S -W PANEL SYSTEM GENERAL INFORMATION S4-01-3 FRAMING, CF -S AND SF -S SERIES ■ ■ SG -20-0 FASTENEPS- RIVETS, SCREWS a SG -21 -0 FASTEa cS- BOL TS/NUTS ■ SC -2 2-0 FASTENERS- BOL TS/NUTS ■ SG -23-0 FASTENERS- BOLT W/WASHERS INST. ■ SG -30-1 RECIPT AND CARE OF MATERIALS ■ SO -31-1 METAL BUILDING PANELS 0 SG -32-0 STD. SYMBOLS AND ABBREVIATIONS ■ $C-40-0 WASHER LOCATION W/A354 BOLTS SECTION 1 STRUCTURAL SYSTEMS BEF CONN. DETAILS C] S1-01-2 S4-01-3 FRAMING, CF -S AND SF -S SERIES ■ S1-02-2 - FRAMING, GE -T AND SE -T SERIES El SI -03-1 FRAMING, WF -'S AND LF -S SERIES ■ S1-04-6 ❑ FRAME CONNECTION DETAILS BEF CONN 0 S1-05-3 4 = WIDTH EXTENSION CONN, DETAILS ❑ Si -06-2 X -BRACING CONN, AND DETAILS Q $1072 S2-06-4 HIND COLUMNS CONN, DETAILS ❑ SI -08-2 FRAMING, SE 1,SF T,SF S,SE-S, EXTERIOR MOUNTED T* SE-Ts,SF-T• SERIES ENDWALL ® $1-09-3 SWING ENDWALL, DIAPHRAGM CHANNEL DETAILS SECTION 2 t ENDWALL SYSTEMS ■ S2-01-2 BEF CONN. DETAILS - 1112 S4-01-3 N S2-02-3 BEF CONN. DETAILS - 1112 ❑ ST -02-1 ❑ S2-03-2 BEF CONN. DETAILS - 4112 N ❑ S2-04 -3 BEF CONN . DE TA I L S - 4 = 12 ❑ $2-05-2 FULL END FRAME CONN. DETAILS FULL HG AT HI SW, EXT,FRAMED Q S2-06-4 OPEN EW W/STUB CABLE COLUMNS S4-08-1 ❑ S2-07-2 EXTERIOR MOUNTED T* GIRTS, ENDWALL Cl S2-08-3 SWING ENDWALL, ROOF JACK INST „ MRII 1 t I2 FULL HG AT LO SW, FLUSH ,FRAMED ■ ❑ S2-09-4 WIDTH -EXTENSION FULL HG AT ENDWALL, FLUSH FRAMED RAFTER CONN. 4112 ❑ S2-10-4 ENDWALL-HEIGHT S4-12-2 TRANSITIONS O ST -13-0 PARTIAL HG AT LO SW, FLUSH FRHD, SECTION 3 ''BUILDING MODIFICATIONS ❑ S3-11-0 THRU S3-18-2 1'4' AND 2`5* FACIA ❑ S3-19-0 THRU $3-26-1 4'4* AND 5'5 " FACIA ❑ $3=30-2 ENDWALL OVERHANG FRAMING AND TRIM MRII PANEL, PCS.A,B AND C ❑'S3-31-1 ENDWALL OVERHANG FRAMING AND TRIM STANDING SEAM PANEL,, PCS.A.B AND C ❑ S3,40-1 SIDEWALL OVERHANG FRAMIN AND TRIM MRII PANEL, PCS.A,B AND C Cl S3-41-1 SIDEWALL OVERHANG FRAMING AND TRtM STANDING SEAM PANEL, PGS.A,B AND C Q S3-50-1 SIDEWALL CANOPY FRAMING AND TRIM MR11 PANEL, PCS.A,B AND C Cl S3-51-1 SIDEWALL CANOPY FRAMING AND TRIM STANDING SEAM PANEL, PCS.A,B AND C 11 S3-60-1 MID -WALL TERMINATION TRIM ❑ S3-61-0 CORNER OVERHANG FRAMING AND TRIM MAR 31 igaB SECTION 4 t ROOF SYSTEMS AND ACCESSORIES SECTION T OPEN FOR COLLATERAL '. 0 S4-01-3 MRII ROOF PANEL INST. STD/UL 90 ❑ ST -01-1 PARAPET WALL AT LO SW, EX'T,FRAMED r 0 S4-02-0 TRANSLUCENT PANEL INST „ MRII' ❑ ST -02-1 PARAPET WAIL Al EW, FLUSH FRAMED Ail S4-03-0 TRANSLUCENT PANEL INST „ MRII UL 90 MAR 31 igaB SECTION 4 t ROOF SYSTEMS AND ACCESSORIES SECTION T OPEN FOR COLLATERAL '. 0 S4-01-3 MRII ROOF PANEL INST. STD/UL 90 ❑ ST -01-1 PARAPET WALL AT LO SW, EX'T,FRAMED r 0 S4-02-0 TRANSLUCENT PANEL INST „ MRII' ❑ ST -02-1 PARAPET WAIL Al EW, FLUSH FRAMED D S4-03-0 TRANSLUCENT PANEL INST „ MRII UL 90 ❑ S7-03-1 PARAPET WAIL AT HI SW, EXTri,AA_l N S4 -04-I CONTINOUS RIDGE VENTS, MRII D S7-04-1 FULL H C T AT LO SW, EXT FRAMED ❑ $4-05-0 LO -W PROFILE VENTS, MRII ❑ ST -05-1 FULL HCT AT ENDWALL, EXT.FRAMED 0 S4-06-5 EAVE AND RAKE TRIM INST., MRII ❑ ST -06-1 FULL HG AT HI SW, EXT,FRAMED ❑ S4-07-2 VALLEY CUTTER INST., MR11 0 ST' -01-1 PARTIAL HG AT LO SW, EXI,FRAMED ❑ S4-08-1 EAVE/RAKE TRIM AT OPEN WAIL, MRII ❑ S7-08-1 PARTIAL NGT AT ENDWALL, EXT.FRAMED Q S4-09-0 FLC.BRACE AT -RAFTER W/SOFFIT, MRII ❑ S7-09-1 PARTIAL HG AT HI SW, EXT,FRAMED LJ S,-10-0 ROOF JACK INST „ MRII ❑ ST -10-0 FULL HG AT LO SW, FLUSH ,FRAMED ■ S4-11-0 TRIM LAPS AND POP RIYET LOCATIONS Q Sr -11-0 FULL HG AT ENDWALL, FLUSH FRAMED PAGES A,B AND C El S1-12-0 FULL HC AT HI SW, FLUSH FRAMED La S4-12-2 NORTHERN ROOF CONST „ MRI1 O ST -13-0 PARTIAL HG AT LO SW, FLUSH FRHD, ❑ S4-13-0 ROOF AND WALL TRANSITION ❑ S1-14-0 PARTIAL HC AT-ENDWALL, FLUSH FRMD, ❑ S1-15-0 PARTIAL HGT AT HI SW, FLUSH F,RMO. SECTION 5 WALL SYSTEMS AND ACCESSORIES SECTION 8 CREST LOKSEAM ■ S5-01-4 PANEL. BASE ANCHORAGE ❑ S8-01-1 C.LOKSEAM GENERAL INFORMATION 8 S5-02-8 WALL PANEL INST., MRII AND SHADOW A ❑ S8-02-1 C.LOKSEAM EAVE DETAILS PAGES A AND B CL -XS, CL -XC AND CL =FI NA S5-03-0 CORNER AND JAMB TRIM INST. ❑ S8-03-2 C.LOKSEAM EAVE DETAILS, CL -FT ❑ S5-04-5 CORNER CONDITIONS AT OPEN/PNLD.WALL 0 S8-04-1 C.LOKSEAM FIXED SYSTEM, CL-XS/CL-XC D $5-05-3 PARTIAL OPEN SIDEWALL OR ENDWALL ❑ S8-05-2 C.LOKSEAM LO FLOATING SYSTEM, CL -F1 ❑ S5-06-0 PARTITIONS D S8-06-2 C.LOKSEAM HI FLOATING SYSTEM, CL - FT N S5-01-0 LINER PANEL TRIM ❑ SB -O7-1 'C.LOKSEAM SCL.SLOPE HI SIDE EAVE 0 $5-08-0 LINER PANEL TRIM AT WINDOW/LOUVER CL -XS, Cl -XC, CL -FI AND CL -FT ■ S5-09-0 EAVE FRAMED OPENINGS ❑ S8-08-1 C.LOKSEAM CABLE RIDGE AND ENDLAPS PAGES A,B AND C AN S5-10-0 3010/6070 PERSONNEL DOOR INST 0 CREST LOKSEAM INSTALLATION MANUAL PAGES A,B,C AND D ❑ S5-11-0 HORIZONTAL SLIDE WINDOW INST. CAUTION PAGES A AND B ALL DIMENSIONS SHOWN ARE•STANDARD AND ERECTION 1:1 S5-12-0 FIXED GLASS WINDOW INST., MRII DRAWINGS ARE THEORETICAL AND DO NOT INCLUDE ❑ S5-13-0 FIXED GLASS WINDOW INST., SHADOW A ALLOWANCES FOR DEFLECTION OR VARIA'TIDNS-IN D S5-14-0 LOUVER INSTALLATION ERECTION AND CONSTRUCTION. ERECTION DRAWINGS ARE ❑ S5-15-0 GIRT FRAMED OPENINGS SCHEMATIC DRAWINGS, DO NOT SCALE. ❑ S5-16-0 SHEETING ANGLE INSTALLATION • S5-18-0 SLIDING DOOR FRAMING/SECTIONS DESIGN CERTIFICATION ❑ S5-19-0 WIDTH EXTENSION TRIM ❑ S5-20-0 PURLIN CLOSURE TRIM INSTALLATION THE STRUCTURAL DESIGN OF THE BUILDING SYSTEM ❑ S5-21-0 TRANSLUCENT PANEL AT LO SIDEWALL PERFORMED BY nANUFACTURER�S ENGINEER MEETS THE ❑ S5-22-0 TRANSLUCENT PANEL AT ENDWALL SPECIFICATIONS, INCLUDING THE DESIGN CRITERIA, Cl S5-23-0 TRANSLUCENT PANEL AT HI SIDEWALL DESIGN LOADS, AND SERVICEABILITY REOUIREMENTS INCORPORATED BY DEALER INTO THE ORDER DOCUMENTS.' SECTION 6 FOUNDATION INFORMATION MANUFACTURER'S ENGINEER IS NOT RESPONSIBLE FOR ❑ S6-02-1 DOOR GUIDE ANCHOR BOLTS OBSERVATION -OR INSPECTION OF ERECTION OF THE Cl S6-03-1 DOOR GUIDE ANCHOR BOLTS BUILDING SYSTEM, AND IS NOT ACTING AS THE PRIME Q S6-04-1 DOOR GUIDE ANCHOR BOLTS DESIGN PROFESSIONAL, FOR THE CONSTRUCTION PROJECT ❑ S6 -05-I SLIDING DOOR ANCHOR BOLT DETAILS INTEGRATING THIS BUILDING SYSTEM. ❑ S6-06-1 SLIDING DOOR ANCHOR BOLT DETAILS INFORMATION REQUIRED TO INTEGRATE THE BUILDING ❑ S6-07-1 SLIDING DOOR ANCHOR BOLT DETAILS SYSTEM INTO THE CONSTRUCTION PROJECT IS GIVEN IN THE PROJECT DESIGN DATA. 'fes: m E s c o DATE 3- 22r8� DRAWN BY CHECKD BY Tr ORDER NO. 90-51012 REVISION MESCO METAL BUILDINGS * P,O.BOX 20 GRAPEVINE, TEXAS 76051-0020 SHEE1 N0. E 1 OF3 2-25' I)b ��• �f•�),.. �` .fit\ +'i�,, �M ti.,;s�.�<<�,�' A h 6��.cuIu�rC4 �cRswt) W I N ONE 0pE.RA'jIc7N . N Pop ;; I �%F.T � ve, X ALuMiMuM; aRoNZ-9; OR WHITS, FSP RivET; 5/�2 x 3/4� Ai.urjiNuM (oNI.Y) 5� n ?j'PK..Al.- 14 x 3/4� S�Lr• DRILI,IN�,STITCN; (' cotAR OR � N 1ro 5H N� T) 5�� Tom! Hq RFU I Rr-11 � Mp". PRI I LU NG Z 1 c7'S " 1 O 5 -PITH H I •TNR�AD o� �RORIVEN SGRELU ; # 12 x f ; SELF- DRI Lol..l �}q (c00R QF, �IN15N) SCREW; #12 x I%4"; 5e.LF- PRIl,1,N(SI (COLOR OP-, FI N I5H) ;�RElkl; 4 I¢ 5w • TAPplw-;I� 63zRoSivE RE515T� �,�GRELU, # I4- x f I ) W1 I 110. D. ; 5�Al,i Ny LU A5H �o R CA�j 50 WHITE. u5� TRIM/ �AIHW-ARF, �A� 5EE TRIN) LAP5 SNSTALLATI4N DRAW T NC-� FOR qUANTI TT o� RDF RluETS PER LAP _ -AN p COLC7R 0 5/52'y, 3/4' R IVFT VAI,LET / PAR,&,pET lApS 4N LT. PANEL 70 FM t5L C 51 MIksPE-)) � TR I r/p TO RgNEl,S; TRIMS To TRI M5 C EHC LUP I W,.1 GuiTER �UFFOR:�) i PANIEL TO SSCaNDPP�( ��ANjINC� f Pl1RLIN5,C11�T5) i 12xti" — rum. �LMKET lll�l LATIOH 3" (,G-15 -,I� 412-014- rjAX, �,MV-X':,T ->SUlAT1CXJ 3%2p THRU 51, 6. Pr-,N4:-71r�) PAN 6l. HIG��I�/¢�) TO 9ECONCWRT FR4MIliq WA\LLIj"6 AND 5KYL11E FAZ5j� N E R AVC& COw MESCO METAL BUILDINGS TITLE PASTEAERE) - 91Vb75j BREWS Q.c ;5c; QKQ 0GRAPEVINE, TEXAS 76051 -cx:;)f20 INE)TAIOLOONT 1 O N Rip RIVETS REQUIRE THE-, CONNEGjIN� �T5 1Z) E5�, PRE-,DRILLeD AND INSTAl.l,6D WITH AN ADEQUATE FOP RIVET 700L. 51T 51-t� �OR V(511 RIVET ih tw (. I285) bIT 51alEo FOR 5/32 RIVE"( IS 020(•161 ) 5C;RE,w IH5TA�LLAMOH I. RE,GOMM�,NDED 7�OL -A QC0O Tt7 25X RPM, + ro rb AMP 6GREU..1 C�uN �QUIPPSD U11TH A DEPTH LCtAT- IW.-I N056 PI S(:Eo • UeS AfJE4UATE COR04C�& TO PREVENT 1'�D1.7APE DROP AT TC I,. 2, RECOMMrNDI�D 50GKET5 AND- SSLfi-bRll.I.ING ecG�,ETS-oN�, PIeGe� 5/Irmo Hix 3ELr-TAFPIW-a 50GK5,T5' oNE PIE:.(, -E 3/ePi�t,�X giTtD - %8" -PANEL TO PANEL LIQ (.195) oR 45(.(99) RNNE�I, oRTRi M To FRA�Jl M� R�CC4NIMEND�b IN57QLl.A�`IQ� GLJIDEI.IPl�S ►t cn Nor U!5E IMF��T rc.M5 OR �+uT RuNNsRS To �N,bTALI, SGR5,W � 2. R5pLACe, AHD GLEAN S0GKE?S Q �T'EN � -(H I5 LL11 Ll. ALL= SCREWS 7p St�AT PROFtFRUT IN THE 5X1�6T AND I-f5LP PR'P�HT " LLI4815L1 NCS n 3, ALwAY [)Riv�; 5C.AeuJ PERP�NDIcuLAR -ro . . ?NE U.JDRK SURFAGS• THIS �IlEi�PREVEflT SCrzELU " I.UA1-KI HGi " �D PAHEI. /7RI H MMAOP. q: xNG0RR6GT �A'gT�N�R,1N!�2jALATIUN CAH IKE.SUL? IN FAe7T5-HEF--,-- �AIUURE- u-aSKS Mp/oR PREIIATURL cf.-�RioRATiar4 o� Pa,NEI,ixREul. DATE DRAWN BY CHECKED BY STANDARDS PAGE NO. SG -20- I - P,OL7 HUT I DE5GRIP710NI 6,ENERAL u',�E� I LA"(IOF{' Nano PURGE N /V2T cLlRco�4N�C�'IoN�; BAR1NC� SND FRAME GOMNEGT�ONS; W,7'�4� A307 ' > > �AYESTRI�'(/JAMS CLIP coNN�TIONS. -A- - - - - Mix H W Jl � _ —.._ --- C� _ FI N 15H ; ZINC X, 01. �t„ �,� Q 51�{L�G� TIqWf FA LT 1/2,'l4Mj A507 FIHFI�GK I � NUT Nu -T, NIX Mill ii, rlll�, mil m-- SIN 15+1 : ZI NG FLATewD IJ I fal FoP� AODPToNAL �N�>TAULATioN -�N Fo. Pl1RLl I� CONN��llrio� x rZ" � o4\05154, �IDNS; IN�(��►oR co�uMN coN�l�c.-jIoNS 1.il HEX I�EAA Tim H �,X BEAD :1villm am I�1 201.1' -HEAP f�(.1�' D�Z� i F ILlool Him, C4 lul NISFI C� SOP) AbDiYIHAL __ - - — �' I�ST�t,I�T IDel s►��IF'a.. TITLE DATE RErislOq STANDARDS PR� I �5 PAGE NO. -21 -0 DRAWN •Y A%4 CHECKED 1Y • tiAE6l1�AIM4� j' -o. gcx rla 4iMPEVM�.-fiBW Teobr � o0 20 DESeRi PT io N5 �S.HEPAL 1.45 V-1erTAil,LA�iiDN it eoLT- HEOAD bRKIF45 � �� ,i .� :, :; � HUT 1"ll1aak1N 5 . BOI,"j; 3/q�� x 2(OR t,Eh1(�TH) MAIN F" Eo A325; MEX H 5AD CONNEG`rIONS NUT) 3�� A5ZS; HEX 2H rN ►5H : PAI N (DiLACK) till 1 Y4 d1 NUT MARKI NGS f�o-LT�Dt�ffiKl�&b�BOLT(LENq1'H) A325; Nix HEAD0 � A325 A325-- :; ! �,, � _ cA U „ �I i '�,` ` r NU?, � 2H PLokl �4 wo u FOL -r ---H SAD MARKINl1T MAF�KINC� SALT; 1/ax (LEF{qTH ) � - A49o.; HEX HEAD IIC 3 � A490 � �ap _ NUT) 2HL l,+�G �INISN P �N �8 K� FOR .DDI "rIoNl�L. 60L'( IH5TALLAT[OH SNUG TIGHT CONDITION 15 DEFINED A5 THE TIqHTH655 06'jAINED 6�A FEW IMPACTS of AN 1M PACT W K5HG+4OR THS FULL. EFFORT OF !t MAN USj Nq AN ORDiNa�Z�' SFl,lD WRENG}t, TURN -OF -THE - NUT TIGHTENIW4 ; INSTALL EOC(5 INTO CONN�GTION AND TICIN7EN SNura TlClHT(e6EA50\/5)* 1"IqHTV---N ALL eoL?b ONE THIRD TURN tjORs. IIGJHT NIHCI SHAD PaOCgRE`�5 5�'�'EI'�AT� L GAL�h11HE GENTER OF THE coNNEcTIo�-TO ]T5 FRSE. EpqES. 5EE 11SPEGIFIGA'(ION FOR 57IJCjURAL JOINj5 U51Hq ASTM A925 OR A+cx2 eOL1h" IN THS CUR95NT rDITION o�-piE A15c MANUM..,00 STANDARDS PAGE NO. 5ca-25-0 MESCO METAL BUILDINGS PO. P>ox r2C) GRAPEVINE, TEXAS 76051 -C � 'IV Receipt and Care of Materials INTRODUCTION This article has been prepared as a guideline for Buyer or Buyer's Receiving Agent who is responsible for receipt and care of materials manufactured by Mesco Metal Buildings Corporation. The care taken in receipt and handling of materials directly affects the appearance, performance, and life of the completed building. This article identifies the various Shipping Documents received with each shipment of materials and presents Mesco's standard procedures in packaging and marking of materials. Cautions are given for the unloading of materials and procedures for receipt of materials are discussed. Finally, cautions for the job site storage of materials are given. SHIPPING DOCUMENTS A complete set of'Shipping Documents are provided by Mesco with each shipment of materials. The Shipping Documents include a Bill of Lading, a Shipping Manifest, and a Shipping List. The Bill of Lading shows the general classification on weight of materials shipped. Essentially the Bill of Lading serves three functions: (1) receipt; (2) contract of shipment; and (3) the document of title. The Shipping Manifest shows the quantity of individual parts and packages included in a shipment. The Shipping Manifest is designed to permit the receiving agent to quickly and accurately receive a shipment of materials. The Shipping List is a detailed listing of all materials included in an order showing the total quantity, part number, and description of materials. A copy of the Shipping List marked to show the materials included in the package is provided with each shipment. PACKAGING AND MARKING Materials for the Mesco Metal Building System are packaged for ease in loading, unloading, and to prevent loss of materials during transit. Standard packaging as outlined below is suitable for transportation by Mesco truck, and any other packaging requirements must be specified by Buyer on the Contract Documents. Panel is wrapped in waterproof paper in packages of a maximum weight of 3500 pounds. Panel packages are separated by configuration and color and loaded separated by configuration. A waste or cover panel is provided oniy when other materials are loaded on top of a panel package. Ridge caps are banded in packages with approximately 50 per package. Each panel package is marked with the package number and the order number. Trim is packaged in a waterproof carton, except when a small amount of trim is required, in which case the trim is wrapped in waterproof paper. Like pieces of trim are nested together and marked with the part number. Each trim package is marked with a package number and the order number. Heavy structural framing, such as frame columns, frame rafters, wind columns, are not packaged. Each item is marked with the part number and the order number. Press -brake structural items, such as bearing end frame rafters, endwall columns, etc., are blocked and banded in groups of a maximum weight of 3500 pounds. Each item is marked with the part number and each group is marked with the package number and order number. Rollform structural items, such as purlins, girts, etc., are blocked and banded in packages of a maximum weight of 3500 pounds. Each item is marked with the part number and each package is marked with the package number and order number. Light structural items, such as rod bracing, angle bracing, base, rake, and corner angles are wired in groups of like items. Each group of like items is marked with the part number and the group is marked with the package number and order number. Clips, when identical, are wired together, and all clips are banded together as a group. Flange braces are wired together by size. Each group of like items is marked with the part number. The group of clips and flange braces is marked with the package number and order number. Fasteners, such as connection bolts, panel fasteners, nuts, etc., are bagged by item type, size, and color, and packaged in a can or drum. Each package is marked with the package number and order number. Other items, such as sealants, panel closures, light hardware, etc., are boxed and then placed in the trim or fastener packages. Accessory items, such as vents, doors, windows, etc., are prepackaged in boxes, cartons, crates, or paper wrapped by item, except roll -up doors, which are loaded with rubber spacers. UNLOADING Buyer is responsible for unloading materials at the delivery address or jobsite. If shipment is by truck, delivery is made to the nearest safe and accessable point to the job site. It is essential that the Buyer or Buyer's Receiving Agent be prepared with adequate workmen and equipment to meet and unload the shipment promptly at the scheduled time of delivery. Substantial damage can be done to the materials if careless methods or inadequate equipment is used during unloading. All rnatedals must be lifted from the truck using cranes, forklifts, or hoists of the proper size and capacity. Materials must never be pushed or dropped from the truck. Trim and panel packages need careful handling to avoid damage to these materials. The use of metal slings or chains for lifting trim and panel packages must be avoided. Error in determining the correct balance points, or careless attempts to lift oversized loads can result in damage to items, such as frame members, light gauge ro" formed members, or long panel packages. Structural beam flanges can be damaged from improper placement of chains during attempts to unload heavy lifts. Buyer is responsible for all claims, damages, or injuries related to the unloading of materials. / A A%Fs10C%119 RECEIPT It is the Buyer's responsibility to receive each shipment including verifying all quantities as shown on the Shipping Manifest and inspecting all pieces or packages for damage. Quantities are verified by marking the quantity received on the Shipping Manifest. All shortages of parts and packages must be noted by Buyer or Buyer's Receiving Agent on the Shipping Manifest. Buyer must carefully inspect pieces or packages for damage as materials are received. Each damaged part or package must be listed and the damage described on the Shipping Manifest. All nested or packaged materials must be carefully inspected and any materials that have become wet in transit must be immediately unpacked, unstacked, and dried by Buyer. Particular care must be exercised in receipt of nested panels (see "Metal Building Panels" published by Mesco for additional information). When all materials have been received and Buyer has identified all shortages or damages on the Shipping Manifest, both Buyer or Buyer's Receiving Agent and the driver of the carrier must sign the Bill of Lading and Shipping Manifest. All packages must be opened by Buyer and the quantity of each item or part must be verified against the quantity shown on the Shipping List within ten (10) days following receipt of the shipment. All claims for shortages or damages are subject to the Terms and Conditions of the Contract Documents. STORAGE Substantial deterioration and damage can occur to materials during job site storage. Materials should always be assembled or erected promptly on receipt. If assembly must be delayed, materials should be stored under protection. All materials must be located in areas that are free from standing water. Materials must always be placed well above ground and stacked in a manner that provides free drainage of rain water or condensed moisture. Frame columns, rafters, and other items must be turned so water does not stand inside enclosed portions of the members. Particular care must be exercised in the storage of nested panels (see "Metal Building Panels" published by Mesco for additional information). Materials should be stored in fenced and.'or locked areas to reduce loss by vandalism or theft. Buyer is responsible for all deterioration, damage, loss, or claims related to the job site storage of materials. Introduction Metal building panels are high quality construction materials. Proper care of these building components can enhance the appearance of a building and will assure full service life. Improper care or lack of maintenance will definitely produce the opposite results. In addition, cost of materials repair or replacement and delays in construction due to problems resulting from lack of care are very expensive. In those instances where lack of care and maintenance is evident, warranties will be voided. These recommendations are presented by Mesco in an effort to help the Buyer protect and insure the appearance and performance of these materials. TYPES OF FINISHES Galvanized The use of zinc coated steel, commonly referred to as galvanized, for building materials dates back many years. Because the zinc coating acts as an effective barrier to corrosion, this material offers excellent performance in many building applications. Protection of cut edges, scratches, and drilled holes is provided by the zinc's "sacrificial action". In this cathodic process the zinc builds up a light colored corrosion product on all exposed edges, a protective layer is formed, and corrosion of the base steel is inhibited. Galvalume Galvalume is the tradename for a patented steel sheet and coil product having a coating of corrosion resistant aluminum -zinc alloy. The alloy mixture is balanced to obtain the coating that retains the corrosion resistance and heat reflectivity of aluminum and the sacrificial action of galvanized. The best properties of both aluminum and zinc are combined in this coating and offer added service life for building panels. Prepainted Using galvanized steel as a substrate, pre -painted steel is given an additional rust inhibitive primer coat. This primer coat further increases the corrosion resistance. It also permits the use of attractive finish coats formulated to give the best in color and gloss retention. These coatings are applied to the exterior surface of the panels and a wash coat, designed only for interior use, is applied on the opposite side. Galvanized, Galvalume and Pre -painted steel can give excellent service for many years if a few rules concerning their care and maintenance are observed. All of these finishes are equally subject to damage and corrosion when care is not provided. TITLE DATE 5/11/89 E WT ' ANO' CAR9 00 MATERIAL DRAWN SY ISA Pic * i r 11�11 III 11111111111111111 1111 q [L CHECKED BY MESCO METAL BUILDINGS � ROOPjox f2a GRAPEVINE, TEXAS 76051 - p(qo STANDARDS PAGE NO, $ G— 3 ®-1 CJ PACKAGING Packaging of Mesco panels is designed to protect materials and prevent material loss during transit. Standard packaging includes wrapping in waterproof paper in bundles not exceeding 3500 pounds in weight. Panel bundles are separated by configuration and color and loaded separated by configuration. Bundles are marked with Mesco's order number. An envelope marked "Packing List Enclosed" is attached to the bundle in an accessible place. This packing list shows the quantity, length, color and configuration of the panels in the bundle. Most importantly, recommendations for panel care are printed on each bundle. On all shipments transported by Mesco truck or commercial carrier, a waste or extra panel is placed on the bundle top when other materials are to be loaded atop the bundle. Panels transported by motor freight (component shipments) are banded to 2 x 4 skids at the bottom with an extra panel banded to the top of the bundle. DAMAGE DURING CONSTRUCTION The quality of workmanship in steel erection, construction practices, and handling methods used during the construction of the metal building can significantly affect the appearance and performance of the budding panels. Most panel damage during construction is the result of faulty methods or carelessness. A good example of faulty methods is found in the installation of panel fasteners. The practice of overdriving these fasteners is fairly common. Overdriven fasteners cause indentations or shallow pockets in the panel around the fastener head. Rain water or condensed moisture combined with atmospheric pollutants (principally sulphur dioxides) and dirt particles collect in these pockets. The combination of pollutants and water creates acid solutions that will cause corrosion damage to the panel and fastener. Rain may wash some pollutants away, but moisture in the form of high humidity can keep these areas wet and continue the problem. Overdriving the fastener also forces the sealing washer from under the fastener head creating a leak at this point. Proper torque adjustment of the screw gun or preferable the use of a depth gauge will eliminate the problem of overdriven fasteners. It is extremely important that all drill shavings from the installation of panel fasteners and filings from the saw cutting of panels be removed from the panel surface. Corrosion will occur in a matter of hours when these shavings or filings are not removed and are allowed to come in contact with water or condensed moisture. When panels are pre -drilled or cut in a stack prior to erection all shavings or filings must be cleaned from both sides of the panel. Many times these raw steel particles are embedded in the panel finish coat and must be removed with a bristle brush. To prevent corrosion of the panel by these particles it is imperative that the roof be swept clean at least daily and certainly at job completion. The final cleaning of the roof should be done prior to installing the gutter so that the shavings are not deposited into the gutter and left to corrode. Any other foreign objects or debris left by construction personnel should also be removed from the roof. During the erection of the roof and the installation of equipment such as air conditioning units, etc., carelessness by personnel walking on the panels can cause damage. Workmen should step or walk in the broad flat areas of the panel and avoid stepping on the major corrugations. Panel ends and edges can be bent by careless handling. If this damage is severe, the edges must be straightened prior to erection since the appearance and/or weather tightness of the panel could be affected. Dragging one panel across another can cut or abrade the coating causing unsightly marks on the panel surface. Attempts to erect panels during windy conditions should be avoided to prevent damage and for safety considerations. Another cause of panel damage that is consistently overlooked by the builder is the practice of leaving dirt piled against the exterior wall panels at the foundation. This dirt may be wet or at least will contain some moisture. Mud may have been splashed onto the wall during construction. Corrosion damage may occur where this wet dirt or mud contacts the panels. In areas where lime stabilization of the soil is required, corrosion damage from the soil's content will be accelerated and most likely severe. All dirt must be removed from the panel walls at the completion of the work. Pre -painted panels may require touch-up if the coating has been damaged during handling or erection. The appearance of the building may be affected if damaged spots or scratches are located in highly visible places such as around doors, windows, etc. If the damage is extensive then replacement of the entire panel should be considered. Touch-up paint can be supplied by Mesco on request. The paint should be applied with a small, soft bristle artist's style brush. Maintenance All panel finishes offered by Mesco have excellent durability and provide an attractive appearance for the metal building's exterior. Periodic maintenance will extend the service life and add to the aesthetic value of the building panels. Only minor maintenance is required for any of the finishes mentioned in this article and consists principally of an occasional thorough cleansing of the panel surface. Air borne dirt and pollutants may cause apparent discoloration of the panels, especially affecting the appearance of the pre -painted steel. Simply washing the building with plain water using hoses or*pressure sprays is adequate. If dirt deposits are heavy, a solution of water and mild laundry detergent (1/3 cup detergent per gallon of water) may be used with a long handled, soft bristle brush. Amodwa A%V&:m%P, MESCO META SUILOINGS RECEIPT OF MATERIALS It is the responsibility of the Buyer to receive all shipments from Mesco verifying the quantities received and inspecting the shipment for damage. A document titled "Shipping Manifest" is provided with each load listing the number of bundles of panels as well as other building components. An initial count of the bundles should be made at the time of unloading and any shortage noted on the manifest. Concurrent with the bundle count a close inspection for panels damaged during shipment should be made. It is very important at this time to check for panels that may have become wet during transit. The Buyer is responsible for checking panels and for unstacking and drying these panels to prevent water staining. An exact count of the panels within the bundles verifying the quantities shown on the "Packing List" must be made by the Buyer within fourteen (14) days of the date of delivery and any claim for material shortage filed with Mesco within this time limit. Notation of shortages or damages made on the shipping manifest should be acknowledged with the signature of Mesco's driver or the carrier's driver or agent. Claims for shortages or damaged materials on shipments transported by Mesco should be filed with Mesco and claims on shipments transported by common carrier filed with the carrier. Unloading, Stacking and Storage Proper unloading and stacking techniques can help prevent unnecessary damage, reduce handling time, and pay dividends in increased erection efficiency. To assist in unloading panels from the truck, each bundle is loaded with the ends off -set. This allows the unloader to lift one end and insert a wooden block or dunnage under the bundle. Long panel bundles may require two (2) blocks. A fork lift or bridle with web slings can now be used to lift the bundle. Under no circumstances should metal slings, chokers or chains be used as lifting devices. Damage to the panels will result from using such devices. Tag lines tied to the bundles and or ground personnel can guide the materials safely into place. Dunnage should be placed on the ground or building floor spaced 5' on center to receive the bundles. Panel bundles should be stacked separate from the structural steel and in a dry area free from danger of water ponding. If possible, bundles should be stored under- roof. For open storage, bundles must be placed on dunnage with one and elevated approximately 24 inches above ground or floor. The lower end should be approximately 4 inches above ground or floor. Dunnage should be placed under the center of long bundles to prevent sagging and water collection. Special attention must be given to keeping the low end out of contact with mud or water. The wrapping at the low end should be opened to allow ventilation and drainage. All bundles or unwrapped panels must be secured to avoid wind damage. DAMAGE FROM CONDENSATION OR TRAPPED WATER It is extremely important that the panels be checked at unloading, and then constantly monitored for evidence of trapped water or moisture condensation while awaiting erection. High humidity conditions with temperature cycling will cause condensation between the panels within the bundle. Condensation can occur frequently near the sea coast or other large bodies of water . In addition, panels can become wet by wind -driven rain if the wrappings are torn during handling. If jobsite covers are used, they should be tied away from the bundle at the comers to allow air circulation around the bundle. This will help prevent moisture evaporating from the ground or building floor from condensing on the panels. Plastic or other impermeable covers are not recommended. Immediate action is required if the panels are found to be wet from any cause. The bundles must be opened and each panel unstacked and thoroughly dried on both sides. Re -stacking the panels at a slight angle to each other to prevent nesting will allow air circulation and assist in keeping the panels dry. In severe conditions large fans can be used to circulate air between the unstacked panels and accelerate drying. Damage to the panel coating occurs when panels become wet and are allowed to stay wet. Damage can occur to nested panels within 24-45 hours. This damage shows as corrosion and discoloration of the panel surface and is commonly called wet storage stain, zinc oxidation, or "white rust". All of the panel finishes discussed earlier in this article are subject to this damage and discoloration. Pre -painted steel is perhaps less vulnerable but by no means exempt. A softening of the paint film can occur with pre -painted steel under wet storage conditions and the durability of the panel finish substantially decreased. Galvanized and Galvalume panels react more quickly to surface oxidation since they lack the additional protection of paint. Zinc coated or Galvalume panels under normal exposure form a zinc or aluminum oxide film on their surface allowing a slow oxidation process called "weathering" to occur that inhibits further corrosion. In nested bundles constant contact of the panels with condensed or trapped water prevents this weathering process. Rapid oxidation of the zinc or zinc aluminum coating can now occur and may lead to "red rust" in a short time. If discoloration or stains are minor, a household cleaner of the type used on porcelain sinks and bathtubs may be used with a bristle brush to remove the stains. Wire brushing or using abrasive materials should be avoided since scratching or removal of the coating could occur. Damage from condensation or trapped water adversely affects the service life of metal building panels. Panels with significant damage should be replaced by the Buyer before erection. P,O, P.�O�K 2O GRAPEVINE, TEXAS 7/6051 - 00020 DATE .6/11/82 DRAWN BY CHECKED BY !""" STANDARDS PAGE NO. 80 311 art i i Onn, na, t, quait POP SCREW REVISION CLIP Mko •' 1 lollm [11 LAI ',1114 t. SECTION - CENTER LINE' �HIDDEN LINE OR PANEL NOTCH LINE OBJECT LINE OR PRES- -1" SURE-SENS TAPE TITLE STANDARD SYMBOLS AND ABBR'EYlAT10NS GRAPEVINE, TEXAS 76051 -00Q0 STANDARDS PAGE NO. i v- 'olk1 STA I L. --o 'A' oN C1At.r�E JU WA'. r:50 LT TITLE DETAIL ' E5' WASHER LOCATION WITH A354 BOLTS AVIC CO rt %, m -�!M ti� S�'r`.,►�Ta« n+�re'.n'NGS CORn��c?nT�O�. a� T DATE E)-17.2 DRAWN BY I�4t CHECKED BY �' i i REVISION STANDARDS PAGE NO. SG -4-0-0 j a �a GENERAL NOTES: PURLIN 1. THIS It A STANDAR® REFERENCES DRAWING TO' BE' USED IN' CONJUNCTION WITH OTHERt REFERENCE DRAWINGS ANS THE ERECTION DRAWINGS$ 2. FOR HON -STANDARD SECTIONS AND/OR DETAILS SEE THE ERECTION DRAWINGS. 3, SEE ERECTION DRAWING FOR INTERIOR COLUMN TO RAFTER CONNECTION AT 'T* I BUILDINOaONLY . %5*\ FLANGE BRACE A%4ESCO)t MESCO METAL BUILDINGS H 81-04 RAFTER 3 Si -09 TITLE 1 i EAVESTRUT' FRAMING 0 DETAIL NUMBER 00 DRAWING NUMBER STEEL LINE LINE I f SIDEWALL GIRT GE -T E-)(7 F. rZ IC)Q 1= Q A M E 0 DATE 4/17/8' DRAWN BY N, CHECKED BY Imo-- r►TEEL LII STANDARDS PAGE NO. SIM®2me EAYE N 1 QQN 5tLS a E/�`A9T711a T *or rvr+ rrPlAAT NEIL i r11 u V - c? I 70 Uwe N NECK 000 M L U M N C H4 u 'x , 14N % e;K EAVESTRUT CONNECTION HIGII SM & LOW SIDE tKWW cup alp ER n4r rep (O? f U) TEK (ht4 ►� DQ R D) PURLIN CONNECTION FOR MAIN FRAMES (ALL TYPES) r COLUMN r K 4+fA V C.I R T --� CG1 � F✓aM� o 7.0 _ COL.l11� N 4rPT CIQT SIDEWALL GIRT CONNECTION F RCF- ,spr - S fx D ;�o vT SYM. Z, . 7 Y-�• Ft�,�� bR4Gt✓ FLANGE BRACE CONNECTION FOR MAIN FRAMES (ALL TYPES) KU E� Qeac E (Lb Tyr) +IECKaOIL T �12 / U n 0 • 4 its • 1 RN HECy, DOl 1 CUT FOR C LA I RTY - Cot UMN F-AVE5`tRU7 CONNIeC'rIONS FOR (=`E-7 GE•T*,5EF-7 5c ---T*, \N E-5 >11Z 3) M h.AR ) �--GuhSET Pt.�,Tl✓ uo-fE: ►f �,vEsTRL�t To �:st�� bR4�r✓ NoL,�h WILL NOT QL14 LI w l fNvUf vlsfl/g f i u ta eeJ�6-fRuf 1 WY6 "ef,6 bnc e rAom m1 cO'e uvl,E IN t ot,um N 44u,iw VLAfE V OU E Of fH6 H01-0 6/4 t l -f H f C QuAm► b To W41CA ujAY bvfubrme*4f I% IJEEL96P.) 7 'L BRACE CONNECTION �X7Y2.1arz �=Q-44M 1 NGj T'APEyQ CCL. TITLE FLO L IM FRAIN S mm F--vmw TIOM & DMTAJ.S MESCO METAL BUILDINGS U DIRT GOLUrllN o X 114. -HtX nO 9 P^ 4E P�KAI,E rCD el o r 51vEwat� 14' SIDEWALL GIRT & FLANGE BRACE CONNECTION FOR -7. eE-T*, SE -T GOLUM N mr RAFTER Pup\ul. EnvEsrau f • ''� F LAN 4 E t5F?\AC-r. Xz� X H eX �4 e -A V 15CC LATERAL STRUT DETAIL GENERAL: NOTE: 1. THIi It A STANDARD REFERENCK DRAWI1411 TO' SE USED IMT CONJUNCTION WITN OTHER REFERENCt DRAWING AND TM ERECTIOk DRAWINGS. Z. FOR MOMS -STANDARD SECTIONS AND/OR* DETAILi SEI TM11 019M011 DRAWING*. DATE 8i19ial DRAWN BY CHECKED BY REVISION -9a." MM - 30-83 11-15-8,5 C/a\r4 CAH STANDARDS PAGE NO. Ii 1 -04- !o 0 jig L— b o GOLUM N mr RAFTER Pup\ul. EnvEsrau f • ''� F LAN 4 E t5F?\AC-r. Xz� X H eX �4 e -A V 15CC LATERAL STRUT DETAIL GENERAL: NOTE: 1. THIi It A STANDARD REFERENCK DRAWI1411 TO' SE USED IMT CONJUNCTION WITN OTHER REFERENCt DRAWING AND TM ERECTIOk DRAWINGS. Z. FOR MOMS -STANDARD SECTIONS AND/OR* DETAILi SEI TM11 019M011 DRAWING*. DATE 8i19ial DRAWN BY CHECKED BY REVISION -9a." MM - 30-83 11-15-8,5 C/a\r4 CAH STANDARDS PAGE NO. Ii 1 -04- !o A ei n f i o I I t- l n r m A ck i _. APHRAGM CHANNELS MUST BE iNS?AI.I,ED FOR STRAICHTING AND AI.IGNMEhJ"f OF EAVESTRU? / RIDGE PURI,I N (SEE NOTE 6) r--� 1-4;%. 5 2 8 8 011. PHRAGM CHANf%.EL /.\"t HI,SIIDE EAVE (005581 RIDGE PURLI N L____ DC (BBQ, I RL Or- BLDG. AND CL OF DIA. PHFZAC�M CH^-NNEL MIAPHR/.�M CHA. NNIEL I."T RIDGE (OC1800) DI/. PHRAGM CHANNEL SP/N- Cl NCS 'YABLe AGE LIN - B/-�Y OR E N D BA. **-Y Stant I NG LE55 THAN N®NE, Rr=oo, GR EATER THAN OR EGA, % � T'C) 1 B B U -C LESS THAN SO A`�' O R N D /-�` to . Z g � B ( S A C E L_.E-PUAL TO :5®� _ SEE -'"HE EIRECiI®N l7v`lC�S. SL/RL �I 0 1 PURL(N 5' o EA. \-)SS7RU7 Cpl3 (-ryp I CAL) J 0 1 O 1 IDIA- PHRnGM CHANNEL A -T EAWE (0052,68� SL INSTALLATION 107ES: 1. DIAPHRAGM CHA.�NNELS ARE TO BE IIa167A.`LLED A. -THE 5r./N,CING LISTI-D IN 'THE # D(A PHRA6M CHANNEL SPACING 7A -BLE I AN O/OR SHOWN ON 71�-IE EREC-TION DR - WI NGS. 2. INBT/.�LLA"r(ON OF THE D)A, PHR/-\GNI CHANNELS REpUIRS A. 70-IAt, OI: 8 '/2 x 1 % A-5077 HIrX- HEA.�D BOLTS. 4 CONNECTING EA. END OR THE DIAPHRA m CHANNEL T'O THE CLIP4:,-' /-\No 4 CCNNEC-TING TIDE CLI PS TO THE A. PPRO PI^- TE 9 x 5 CHANNELS. 3, BOLT C015 CL IPS TO THE LI PS OF APPROPR IA. TE 9 x 5 CHANNE L. ' I~I�U !'`► WHILE THE CHANNEL Imo, S171L.L ON TIDE GROUND. CPI3 CLIPS CAN BE INSTALLED B`( TIL71r,lCC 7 H EF CLIP AND ENGAGI-`- _ THE N07CHE5 Off= GLIM TO �rHE LIPS OP 9x3 CHA.�NNELS. ' � Q � 1 TO HELP P R C - U E N -r TW 1ST •OUT D U la, I H S 01= O I A P H R n G M C H A.` N IBJ E - L. I N STA LL A4� ( Z S C R G w T P R U -T I-4 E E3o-TTo M o r- C r f 3 A N D 4 N -r o p r o p 44 12 � THE g x 5 CHANNEL. SEE IG!.JE 4. INS -TA- LL A- PPROP►A'TE g x 5 CHANNELS TO M/-�l N - RAMI=S. 5. INS'TAL L DIA01-1R^GM CHAS=JNEL5. 6, PROMS -R ADJUS-rMEN`T' OF- THE e)xS CHANNE-I,.5 vA,� 15E :ACCOMPLISHED 5*-( PIR 7 LOOSENING "rHe SOL.TS CONNEC-rlNG THC- 01/�Q4RAGM CHANNEL, 70 -THE CLIPS, AL.I GN THE EAvEBTRUT/ RIDGE RURLIN AND -TWC-N RETICI-ITEN -rHE BOLTS, GENERAL N07E5 1. TH15 tS A S-rnND/.�RC) REI=ERENCS ORA. 1/VINlCni 70 BE USED 1N CO1~,,ijuNC-riC)N %Nl-rH C)-rHmg REPEREN CE ORA.tiWINGS A.�ND/OR THE ERECTION DRA. wl N,3GS. 12, FOR MON-ST/.�NDARD SEC -MONS AND/0R DETA.IIL5 5EE 7HE ERECTION TITLE MESCO METAL 13UII D!NGS CORPORATION • P.O. SOX G GRAPEVINE, TEXAS 76051 DATE MAAY, 1 1, 1985 DRAWN BY C. /.\NDS( HERD CHECKEb BY M, ml` RIC44 REVISION 5. 85 10 , i 85 STANDARDS CA,H PAGE NO. C A H 0 DETAIL NUM6ER 00 MWIN4 NUMbEQ NOTE: RIGHT HAND CLIPS TO RIGHT OF RIDGE LINE OF 5LD"G LEFT HAND CLIPS TO LEFT OF RIDGE (VIEWED FROM OUTSIDE ' OF ELD'G). I/Z: IZ c.LIP No. SWOWN %N (xx pt - -A) EAVESTRUT CONNECTION FOR SINGLE SLOPE BLDG. GENERAL NOTES: 1. TH19 IS A STANDARD REFERENCE' DRAWING TO DIK USED IN' CONJUNCTION WIT14 OTHEN REFERENCE' DRAWINGi ANO THIf ERECTION' DRAWING& 2. FOA NON-STANDARD SECTION 9 AND/ON DETA11. SElf THIt ERECTION' DRAWINGS. NOTCH DETAIL `cc G Eu 01JALL- 61Kt PELP WT6W 41VT TO CLEAk CC'1�1 R C ccz-010 (c, c'z -�u� ENDWALL GIRT DETAIL AT TOP OF ENDWALL COLUMN BEARING END FRAME ISOMETRIC A%fm CO it MESCO METAL BUILDINGS TITLE fpl101 1►i h1 QE SPdLE Gh��G•,TGi it REAR" END FRAM119 CONNECT" DETAILS FOR 1:12 AND 1/212 SLOPE ►O.v)OX no GRAPEVINE. TEXAS 76051 - 00f20 PATE 9/20/81, DRAWN BY PRO CHECKED BY j"V KU N 'No'(�,N WRf '(o GI,EAR GPS '(o�'u FI�'L'O UJEt,D 61410 gEF RQMR SIDE SPACE GIRT DETAIL STANDARDS PAGE NO. Room • I Jf1.1!.2J� QC�•.CP�1-1 a o• ,�Tai1� R(TIY�. b�RIy(,• 94 FRdmg 4 %R _ Bt;RF.e�,t►�RtI� IJ GRAEFtt1P PuRI,IN - �L. w4, rUmg, KW6R 6UILON4 'N® Roaa e,4yLE CQ4- CcP4-®) •o MARKED 'fo 0'I 1 0 •1•2 DS Lr- T 1S I Io ocl-m tcC-o) o (ccel-OR) R�� o 5D o II o o ° ° °0 G (CC -2 -OR) o oJL_ F (cem-1) • . (��-1 i. EUOuJ4u. Gv�.UrnN Et4OW�,J- CauJ►� 6W 14 14 IW 17- (CG2- OL) 1 G KM6 KArW i RIDGE CONNECTION Z RIDGE CONNECTION 3 PURLIN CONNECTION 4 PURLIN CONNECTION TO TYPE �SN'EDWALL TYPE 'C' ENDWALL AT END ALL COLUMN ER Fab? F U 99—t E S D e4R l u G g u o � . GR4m E F►dFtGR 1=�am � RaF1ER Eav�SrRu f • PJF?.Iu GC2,-IR (cc2-OR) RAKE RN4LE F�►RI►� 5qp �!. o • GP3 O • • O FRAME w1Ea � ° .} 0 0 (PA (.0 PPE R) b1 0 O 01 GG2•I R vHLIN C�2. 'O ,o; FKAME aAF1ER • Ccc2•oR (Xl-OR) (CC -CSR) Ww" to-LiiYI0 ((Z &I 6Ji7u1eLL COW= 5 K N L ATTACHMENT 6 PURLIN C NNE TI N A 7 ENDWALL C LUMN CONNECTION B CORNER COLUMN B ARING END FRAME SPLICE TO BEARING END FRAME RAFTER & EAVESTRUT CONNECTION - ' � �iE�1, L.t M E E4YEhtRUi ENPNRLL COLUMN ..__- 7P lite E i'*,i D M/*A k KG C) OZZ-1 'TD R I D Cv err. GIS CG 1 - cc 2 UR 60WA L ENOWPLL I I . CPlI-IK I7 � : 11 •o o• to ocoLunN ., 1 0 ow do 0 1, 41 0 o OA�E GL t P L- 5T E L U N s ,� LI r -J C C� Ca CaUMH G�urt1� GORq5R. SER[Wi7 F94me q N WALL GIRT CONNECTION _ � 2 CORNER COLUMN �C EAVESTRUT CONNECTION COLUMN BASE DETAIL E D ENDWALL do SIDEWALL GIRT AT RIDGE FOR SINGLE SLOPE BLDG. 1O TO ENDWALL COLUMN &C—ON—NE CTION AT CORNER COLUMN SrM, LI N E C P5 H 6 x CA 0 • P,�ot>�id, 4�R7' 49VgWAul. GIRL �►Jd G G i Pwu, f� I Kf ENO FrA ENO ENawall - o �. .KApm gtpTN SIiM 0 8 COLUMN •r .. I40 ar �• C7 ! ° o fit .� sfdst'_.�.A. • CC�C,a44.6 (PAXVY) ; o, • uu�. ►u. L�u vwau. G t G CiF_�'Qvw&u 4091.159 60wrnN [Dnur6OLt (OLUM 1 WIDTH EXTENSION RAFTS CONNECTION TO B.E.F. RAFTER "NINAL TITLE NOT�At DATE REVISION STANDARDS 1: TMW It A STANDAAO WF6n21eO1 �tAW010 TO sr " �. 'R1 1T Vt? Wft T) R1G44AT @1& L FRAIL 8 -ISP -8-5 C A a PAGE N o. DIETAILS IN CONJWCTIO* Wff* OTIS� CO 9 AWW" f i Ei UN*•' LST �� "Ift -TO 1 1 ' 15,85 C4 � � � 1� DRAWN BY ��, AMO TH9 BRUCTWW O1tAWl"L 1 e sl�� 1. . ! -15 '' FO* MO*4TAMOA" UCTIOlNd A* 94TAKS �. Tll� SMOTIG* o�u►w�sa 00020 1 � ALL FO*1:1 * AND 1/2:11 SLOB CHECKED BY MESCO METAL BUILDINGS R-04 o>< (20 GRAPEVINE, TEXAS 76051 - 00120 FASTENERS AT EA.PURLIN REFER TO rl INST.NOTE ROOF PANEL STLILN NO. 1 w I n PANEL -----------f ANGLE I I REFER TO GEN. PURL I N f /' I I NOTE 7. EAVESTRUT ENDWALL --------- I 1 PANEL l� START DETAIL ROOF PANELS SIDEWALL RIDGECAPS Iw ENDWALL ROOF PANEL SEQUENCE OF INSTALLATION REFER TO PANEL ENDLAP ISOMETRIC 7 = 51 STL IL ROOF PANEL n CL I EAVE TRIM A& REFER TO ERECTION QWGS. FSTNR} , j REFER TO GEN. 1 2 I NOTE 4. I I H I S I D E --.�. __ I I EAVESTRUT 1N SIDEWALL I PANEL CD�51R �1jC�ohR o co�S1R FASTENER SPACING AT ENDLAPS AND EAVESTRUTS INDICATES STITCH ROOF PANEL INSTALLATION INSTRUCTIONS FASTENER LOCATION 12' 12" 12' 12' 24 a 2 "- 8 FASTENER SPACING AT PURLINS HI SIDE EAVE DETAIL >oll f�f � l II SIDEWALL I I PANEL STLILN ROOF PANEL L FST1♦R 12 EAVESTRUT EAVE OVERHANG DETAIL STITCH FASTENER SPACING ISOMETRIC ROLL f LOWER ROOF PANE P ENDLAP DETAIL f�ell GENERAL NOTES 1. REFER TO STD.DWG. SG -20 FOR RECOMMENDED FASTENER INSTALLATION, 2. NET COVERAGE OF MRII OR MRIIB PANEL IS 36�. 3. THE ROOF MUST BE SWEPT CLEAN DAILY OF ALL METAL PARTICLES AFTER FASTENERS ARE INSTALLED. 4. REFER TO STD.DWG. S4-06 FOR EAVE AND RAKE TRIM INSTALLATION REQUIREMENTS. EAVE TRIM MUST BE INSTALLED PRIOR TO ROOF PANEL INSTALLATION. 5. SIDELAP ROLL SEALANT IS PROVIDED ON MESCOIS STD. ROOF SYSTEM. 6; DIRECTION OF WORK SHOULD BE TOWARD PREVAILING WINDS, 7. THIS IS A STANDARD REFERENCE DRAWING TO BE USED IN CONJUNCTION WITH THE ERECTION DRAWINGS AND OTHER DRAWINGS OF THIS SERIES FOR PNL.ANGLE LOCATIONS. 8. REFER TO ERECTION DRAWINGS FOR NON-STANDARD DETAILS AND SECTIONS. ROLL SEALANT AT ENDLAP 6TH ROOF PANEL EXTEND SEALANT DOWN BEARING RIB AT STL.LINE AND ALONG BEARING RIB AS SHOWN EAVE SEALANT DETAIL TITLE MRII ROOF PANEL INSTALLATION FOR STANDARD ROOF CONST. AND UL 90 RATED ROOF CONST, MESCO METAL BUILDINGS * P.O.BOX 20 GRAPEVINE, TEXAS 76051-0020 STRIP OF ROLL SEALANT ROLL SEALANT AT SIDELAP DATE OCT. 23.87 DRAWN BY CHRIS HERD CHECKED BY MARK MYRICK 7TH ROOF PANEL ROLL SEALANT AT SIDELAP FASTENERS AT ENDLAP i i/ SPACING 2ND ROOF PANEL ROLL SEALANT AT ENDLAP 1 S T ✓ P U R L I N ROOF PANEL PANEL ENDLAP ISOMETRIC REVISIONS REV.1 6.12.87 REY.2 10.23.87 REV.3 10.30.87 STANDARDS PAGE NO. 34-01-3 ROOF PANEL INSTALLATION INSTRUCTIONS 1. INSTALL FIRST ROOF PANEL AT EAVE WITH THE CL OF RIB ALIGNED WITH THE ENDWALL STEEL LINE AS SHOWN IN START DETAIL AND EAVE OVERHANG DETAIL. INSTALL PANEL TO FRAMING FASTENERS AT EVERY PURLIN AS SHOWN. ER 2. SHOULD ENDLAPS BE REOD, APPLY ROLL SEALANT TO PANEL LOWER PANEL AS SHOWN IN ENDLAP DETAIL. ATTACH PANEL TO FRAMING FASTENERS AT SPACING SHOWN FOR ENDLAP AND EAVESTRUT. 3. INSTALL PANEL TO FRAMING FASTENERS AT ALL PURLINS OTHER THAN ENDLAP LOCATIONS AS SHOWN IN SPACING DETAIL, 4. PROCEED SHEETING BUILDING FROM RIGHT TO LEFT AS SHOVN IN PANEL SEQUENCING DETAIL. 5. APPLY ROLL SEALANT TO RIB OF PREVIOUSLY INSTALLED PANEL, LOCATE NEXT PANEL AS THE FIRST INSURING THAT PANEL ENDS ARE ALIGNED PROPERLY. INSTALL SIDELAP FASTENERS AT SPACING SHOWN FOR STD. OR UL RATED ROOF CONSTRUCTION AS REQUIRED. 6. CONTINUE SHHETING ACROSS BUILDING UNTIL ROOF IS COMPLETE, INSTALL RIDGECAPS USING ROLL SEALANT AS SHOWN IN ENDLAP DETAIL AND ATTACH FASTENERS AT ENDLAP SPACING ON BOTH SIDES OF RIDGE. GENERAL NOTES 1. REFER TO STD.DWG. SG -20 FOR RECOMMENDED FASTENER INSTALLATION, 2. NET COVERAGE OF MRII OR MRIIB PANEL IS 36�. 3. THE ROOF MUST BE SWEPT CLEAN DAILY OF ALL METAL PARTICLES AFTER FASTENERS ARE INSTALLED. 4. REFER TO STD.DWG. S4-06 FOR EAVE AND RAKE TRIM INSTALLATION REQUIREMENTS. EAVE TRIM MUST BE INSTALLED PRIOR TO ROOF PANEL INSTALLATION. 5. SIDELAP ROLL SEALANT IS PROVIDED ON MESCOIS STD. ROOF SYSTEM. 6; DIRECTION OF WORK SHOULD BE TOWARD PREVAILING WINDS, 7. THIS IS A STANDARD REFERENCE DRAWING TO BE USED IN CONJUNCTION WITH THE ERECTION DRAWINGS AND OTHER DRAWINGS OF THIS SERIES FOR PNL.ANGLE LOCATIONS. 8. REFER TO ERECTION DRAWINGS FOR NON-STANDARD DETAILS AND SECTIONS. ROLL SEALANT AT ENDLAP 6TH ROOF PANEL EXTEND SEALANT DOWN BEARING RIB AT STL.LINE AND ALONG BEARING RIB AS SHOWN EAVE SEALANT DETAIL TITLE MRII ROOF PANEL INSTALLATION FOR STANDARD ROOF CONST. AND UL 90 RATED ROOF CONST, MESCO METAL BUILDINGS * P.O.BOX 20 GRAPEVINE, TEXAS 76051-0020 STRIP OF ROLL SEALANT ROLL SEALANT AT SIDELAP DATE OCT. 23.87 DRAWN BY CHRIS HERD CHECKED BY MARK MYRICK 7TH ROOF PANEL ROLL SEALANT AT SIDELAP FASTENERS AT ENDLAP i i/ SPACING 2ND ROOF PANEL ROLL SEALANT AT ENDLAP 1 S T ✓ P U R L I N ROOF PANEL PANEL ENDLAP ISOMETRIC REVISIONS REV.1 6.12.87 REY.2 10.23.87 REV.3 10.30.87 STANDARDS PAGE NO. 34-01-3 vefaIL.IAI ! � t I Z I, it A 12 L.6: HZ i AMNO PA>uEt✓ _ FASTENER SPACING AT PURLINS �, �,1 7 ,1 G11 711 `511 .,7 II 7 11 FSC L -L ALAN j" �.'T• PN L. PuR�Iu BOLI 95T4I 05' FASTENER SPACING AT ENDLAP$ GENERAL NOTES: 1. 74.19'19 A STANDARD REFERENCE DRAWINO TO SE USED IN CONJUNCTION WITH OTHER REFERENCE DRAWING$ AND THE ERECTION DRAWINGS. Z. FOR NON-STANDARD SECTIONS AND/O11 DETAILS $EE THIt mERECTIOM DRAW11*46. mlulmUrm 4-1 Eu OLA P ` 1'4Z" � F0f e ii e R ENDLAP DETAIL NOTE: L.1'. P -W L.. DO NOT HAVE THE STRENGTH OF M rt I 1 ROOF PANELS AND ARE NOT SAFE FOR FOOT TRAFFIC. PANEL LAP ISOMETRIC. �1I RVI... B FASTENERS SHALL BE A♦ 1 a X I SELF TAPPING SCREW WITH A 1" DIA. FLAT STEEL WASHER WITH ATTACHED NEOPRENE SEALING WASHER CAMEO WHITE IN COLOR. CAL•eCiICQG MESCO METAL BUILDINGS 2. 3 i •'T. ANT k.- r P4 ►J !'r. STANDARD, do INSULATED L.T.r- NL.. INSTALLATION INSTRUCTIONS INSTALL ROOF PANELS IN ACCORDANCE WITH THE STANDARD REFERENCE DRAWrNrq POR ' 1 677 -4 DAR O 1200E Vr'57C-M ll ► --, Ic DETERMINE THE kyjlM POSITION FROM THE ERECTION DRAWINGS (ROOF PANELS SHALL BE FACTORY CUT ABOVE AND BELOW,Put.• (WHERE APPLICABLE) FOR ALL STANDARD 41111� LOCATIONS.) � VA INSTALL SOwi-f; SIDELAP SUPPORT CHANNELS Z AS SHOWN IN DRAWING BELOW. Roos PA.N E ►. � Cot rte 1 tri. 1 FIELD CLAMP T7_2 IN PLACE TO HOLD IN POSITION UuRING INSTALLATION. UG HT FAWM EK Ll1�aht i idlow P4uEL, 4. LOCATE O%OWS! AS SHOWN IN ENOLAP DETAIL. APPLY ROLL.. AT ALL PANEL SIDEIAPS ANO ENDLAPS. L AW?;' S. INSTALL FASTENERS IN ACCORDANCE WITH THE PURLIN AND/OR ENDLAP FASTENER SPACING. NOTE: IT IS SUGGESTED TO PREDRILL ti�,L.• BEFORE INSTALLING FASTENERS. THIS WILL HELP PREVENT FRACTURES WHICH MAY CAUSE POSSIBLE LEAKS. 6. INSTALL SIOELAP FASTENERS AS SHOWN IN ISOMETRIC. 7. INSTALLATION OF INSULATED fiq00Nddj6•IS TiP,,-aL TO THE ABOVE INSTRUCTIONS. 8. IF NORTHERN ROOF CONSTRUCTION IS REQUIRED, ADDITIONAL SIDELAP FASTENERS MAY BE REQUIRED. SEE STANDARD REFERENCE DRAWING 4� FOR SIDELAP FASTENER LOCATION. J.. Note: If insulation 1% used. field cut insulation at skylite opening. See drawings below. ENDLAP DETAILS (Typical 9 both ends) Z000 PAA+EL Sig/++wf H'ivEt� s- ISsulation to be field cut to face of purlin and fiberglass stripped back 3'. ,C as PAc.WC. P4A/ e Fold vinyl face and seal on top of purl in with materials recom- mended by insulation Tanufacturer. SIDELAP DETAILS 3 - Insulation to be field cut to inside leg of T61 and fiberglass to be stripped back 3'. W Fold vinyl face and seal on top of inside UQ, with TaterialS r«ommen,-ed by Insulation manufacturer L >�U r PGL- �-- FAQ F, R i4 x in � TS I (- � R9,W �/ 14 6". D. 5EAL, N q ijIRG HER C. w '0'47- k - 0'47.k- STI TIM FQ 5TE u ER DETAIL am DETAIL "B' TITI_F INSTALLATION INSTRUCTIONS FOUR STANDARD M R I i'rLAN a 1 UC 7.—NT PANEL -PO BOXZoGRAPEVINE, TEXAS 76051-20 DATE 9/14/81 DRAWN BY QR. CHECKED BY REVISION C7, -17-a2 MM 1.30. 11.14 -&,- MULTI- RID PduEt- FQsrENCR STANDARDS PAGE NO. HI SIDE EAYE TRIM INSTALLATION NOTES 1.. ROOF PANEL MUST BE INSTALLED PRIOR TO INSTALLING HI SIDE EAYE TRIM, FASTENER OUTSIDE REF . MT. 4 2. LOACTE OUTSIDE CLOSURE AS SHOWN IN" CLOSURE DETAIL 'A�. APPLY TUBE SEALANT TO S L REF ,NT.2 BOTH SIDE OF OUTSIDE CLOSURE BEFORE INSTALL I NG ON ROOF, ROOF PANEL REF,NT.1� 3. LOCATE HI SIDE EAYE TRIM SNUG AGAINST WALL PANEL AND ROOF PANEL. 4. ATTACH HI SIDE EAYE TRIM TO FRAMING USING 114 X 2' PLATED SELF -TAPPING FASTENERS AT 12 IN. 0.0 5. INSTALL WALL CLOSURE AND ATTACH USING STITCH FASTENERS AT 12 IN. O.0 6. REFER TO STANDARD DRAWINGS FOR OPEN WALL CONDITION. DETAIL A PLACE TUBE SEALANT ALONG TOP AND BOTTOM OF OUTSIDE CLOSURE AT EAYE LOCATIONS RFFFR Tn INST_ ANT PURL IN MALL PANEL REF.NT.B � H1. SIDE EAYE TRIM OUTSIDE CLOSURE REF .MT,5 HI SIDE EAYE DETAIL RAKE TRIM INSTALLATION NOTES t 1. INSTALL ROLL SEALANT AT RAKE AS SHOWN IN DETAIL "B'. 2. BEGIN RAKE TRIM INSTALLATION AT CORNER CAPPED PIECE, LEFT OR RIGHT. POSITION OVER ROOF PANELS AND SNUG UP AGAINST ENDWALL PANELS. MATE CORNER CAP WITH GUTTER AND EAYE TRIM. INSTALL A STITCH FASTENER AT CORNER TEMPORARILY. 3. WORK UP THE SLOPE ON BOTH SIDES LAPPING TRIM A MINIMUM OF 1' AS SHOWN IN TRIM DETAIL. TEMPORARILY FASTEN ENDS TOGETHER AS WORK PROGRESSES. 4. AFTER TEMPORARILY FASTENING RAKE TRIM UP BOTH SLOPES TRIM OFF EXCESS, WITHIN 6 IN. OF PEAK MIN. ALIGN APEX CAP AT PEAK AND TO BOTH SIDES, FASTEN USING STITCH FASTENERS AT 6 IN, O.0 5. USE CORNER CAP AND APEX CAP AS STATION POINTS TO ALIGN RAKE TRIM, INSTALL CLOSURE AT WALL PANELS AS READ, REFER TO DETAIL 'By. SECURE RAKE TRIM TO BOTH ER TO INST. ROOF AND ENDWALL PANEL USING STITCH NOTE 3 FASTENERS AT 12 IN. O.0 6, REFER TO STD.DWG. S4-11 FOR POP RIVET LOCATIONS AT RAKE TRIM SPLICES, ROLL SEALANT AT MAJ.RIB N FSTHRS.AT 12 IN.0.0 F3TMRS.AT /12 IN. 0.0 PANEL ANCLE IASIOE CLOSURE U pURLIM A5 REGO. D E T A IL B I INST. 4 REFER TO INST. NOTE I AND 5 w EAYE GUTTER INSTALLATION NOTES 1. ROOF PANEL AND EAYE TRIM MUST BE INSTALLED PRIOR TO INSTALL TION OF GUTTER SUPPORTS OR EAYE GUTTER. 2, REFER TO STANDARD DRAWINGS FOR OPEN WALL CONDITIONS. 3. FASTEN GUTTER SUPPORTS TO ROOF PANEL AT MAJOR RIBS AT SPACING SHOWN ON ERECTION DWGS, USING TWO STITCH FASTENERS AT PRE -DRILLED HOLES IN GUTTER SUPPORT. 4. INSURE GUTTER SUPPORT EXTENDS PAST STEEL LINE TO DIMENSION SHOWN ON ERECTION DRAWINGS. 5, WORKING FROM REAR OF BUILDING LOCATE GUTTER WITH TOP LIP OYER GUTTER SUPPORT AND.REAR LEG OF GUTTER RESTING AGAINST WALL PANEL. 6, SECURE BACK LEG OF GUTTER TO ROOF PANEL WITH FASTENERS AT 12 IN. D.C. SECURE GUTTER TO GUTTER SUPPORT WITH STITCH FASTENERS AT ALL GUTTER SUPPORTS. 7. GUTTER SECTIONS WHICH ARE TO RECIEVE DOWNSPOUTS MUST BE FIELD CUT PRIOR TO INSTALLTION OF GUTTER. B. DOWNSPOUT OUTLETS ARE TO BE CUT TO OPENING SIZES SHOWN. BEND FIELD CUT TABS DOWN AND INSTALL GUTTER ON BUILDING, 9. INSTALL REMAINDER OF GUTTER USING TUBE ACRYLIC SEALANT AT GUTTER LAPS AS SHOWN BELOW. REFER TO 2 2' ►^ CUT , [LLED DOVM tAes __ 5' DOWNSPOUT OPENING FOR RDI DOWNSPOUT INSIDE PIECE STD.DWC S4-11 FOR POP RIVET LOCATIONS AT GUTTER REF.STD.DWG S4-1LAP, MINIMUM GUTTER LAP IS 1 IN, RIVET FOR PD LOCATIO 10.INSTALL DOWNSPOUTS BY SLIDING UP AND OVER FIELD CUT TABS IN GUTTER. SECURE DOWNSPOUT TO GUTTER USING POP RIVETS THRU DOWNSPOUT AND FIELS CUT TABS. 11,INSTALL DOWNSPOUT STRAPS AS REOD BY ATTACHING TO WALL PANEL USING TWO POP RIVETS, 12.SECURE DOWNSPOUT TO DOWNSPOUT STRAP USING TWO POP RIVETS THRU DOWNSPOUT AT EACH SIDE, M E S C 0 FASTENER REF .NT a REF.NT .3 GUTTER SUPPORT ROOF PNL. FASTENER / i REF . N T , 1 REF.NT,6 1 I EAYE TRIM GUTTER REF.NT.5 ' EAVESTRUT REF.NT,7 DOWNSPOUT STRAP 0 REF.NT.11 DOWNSPOUT REF .NT.10 WALL PANEL GUTTER SECTION AT LARGE GUTTER TITLE EA -YE AND RAKE TRIM INSTALLATION MRI1 PANEL UPPER DOWNSPOUT LOWER DOWNSPOUT DOWNSPOUT SPLICE DETAIL GUTTER SUPPORT FASTENER R E F . N T . 6 GUTTER R E F . N T . 5 REF .NT.7" 1! REF .ST -4 31' 3TC I-+.. IKZ7::: c u T BEND DOWN ALL_TABS 61' DOWNSPOUT OPENING FOR RD2 DOWNSPOUT CUT LEGS AT SPLICE 1 IN, MIN .LAP INSIDE PIECE TUBE ACRYLIC SEALANT GUTTER REF .NT.9 TYPICAL GUTTER SPLICE FASTENER REF,NT.3 � ROOF PNL. REF .NT. 1 EhVE TRIM EAYESTRUT /1 DOWNSPOUTDOWNSPOUT R E F . N T . 1 0 4 t mmSTRAP ��REF,MT.iI NAIL PANEL GUTTER SECTION AT SMALL GUTTER DATE OCT* 23,1987 DRAVN BY CHRIS HERD CHECKED BY MARK MYRICK REVISIONS REV,1 11.14.86 REY.2 6,12.87 REV,3 10.23.87 REY,4 10,30.87 REY,5 12.18.87 STANDARDS PAGE NO. S4=06-5 CL05U Q 7�]' D' F ..... . ....... �f�;- ,�� r�, Trzlm (S) pop rZ\) } .: j POP %) V 1 T�; Po Q-71 n 0 N TT2j rn (�l PCF rzvEr5 P.1 N0- PEpo TIZIM (4) r1v�r4� il K.OHZE RiprZVET� 00 3.sLA17E/G-5120KF-EMrTI. 1. �e UJ ITS POP RJI)ETS OQ 4M� Wu TE /IO LA rL V1 HT.T Iz 1 M � e& P LU M. r-2j:;)P rZ V RT!5 C) W tl LL Cn1.5. rZ I Q �P t 7LI Mo AVCSCO A MESCO METAL BUILDINGS Fn r2,,T k I ol *- 7 � r---2 `5 L I CS iD 7Zj IV, cp Pop R. I;i 11 Im r-711 ru H 0 1 K C-,�p -m rn (e - ir�� 2 Pj VE7-n P.O. BOXZOGRAPEVINE, TEXAS 76051 -002,o D D ATE DRAWN BY CHECKED �j HECKEb By POF P�l �P6,lq �04r--- I 7, 71 +^s. Tl a� TTIOZ�i `�'l El.i, Eln :574. STANDARDS PAGE NO. S -' 1 1 .() pkv A. ;a I RT ko: T 1 T e - ► M 10"' I `SET TT 1.4 ��. C�,' '� �� % `'`1 T � o� 5 '�'E/ ��. IRON `�''� (T4 . R5?1-? r3kvSTe� OBJ RWHITE/CWHITE "T�Zl ms f OIL fl� rll-I - �p rl/-�, If -4111 T-1, L L ()T4* T-4. 10 rP r.T H/--) : T L� 1 s - S Atfa Co e MESCO METAL. BUILDINGS f t ` ;, I ' Rl','�T T X NOTA. �Lk.. 07�erc- Rwle2H - P.O. BOXZaGRAPEVINE, TEXAS 76051-oo2v DATE DRAWN BY CHECKED BY STANDARDS PAGE NO. lo P IV\) F-, 7 T 2PINLJ52E SPLICES P- i�7 ki rlE, ( r-,-l\JE7-o t C41—)TTLE:-r a (10)POP i?N�-,Tb CiUTTE2 00) pp ham' 24i PANT N0- IZrZ_ RETUQJ,lev 2VS7,;) nwHTJc.wN-r -reiMs. nU�Ti, POP rZivP-71� Q -j �11 me -2. MESCO METAL BUILDINGS P'PfZT 121 t 0(--)T—a . 100 77JM &2-0KJel;, e2��L, 14> a -U., • P.O. BOX2oGRAPEVINE, TEXAS 76051-0,02-ck GATE -� � '�./ • ? 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I OFR JAMP, �!• �' i FOu R ��'' .f i ►r,�l� rn.t�i F✓ u R ��,'/,, I 'Ti. 4 lot t; '4_ -- Ll rr F C - i �3459 WIRf 15 AN Cllr fa ��u1LDi►!1� �Y=`� d►�P iF KE�u1�: o mu�T (�E Lt t=1 eI7 Pu Tq E ► ju 'tH41 vKc K, 2.90066 AKS PROU19SV Iu ALL rK6rtt6 ILLI MVI5 4q0 6►J GI.!.'4L L 69LLJ tl�AOR Aff&"104 f545E G1Kf 1I.105, FIELD ORIL.L HOt,E6 1H 99179 ffAM66-AMO 1: 1,AE Q SA:3 2 3.lN iuE cAj�e X Ve449WNet, 9WR61, n� 16 1?�u7` KE rt p tLtf IST T113 VooR TRAM t: AH 17 tr rtU E R •fo fu is fi'10 R ec?Ae g; oc, AGt.1P mu5-t 540 111�r-I.17rRAr e (jukf PRI t LLL D r09 A WI -re -o LON►1i:�rlO�i FA5E, 6,12T &T&(,N m F H F (oPT 1 oy aid GENERAL NOTES: 1. TH18 IS A STANDARD REFERENCE DRAWING TO HE USED IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS AND THE ERECTION DRAWINGS. S: FOR NON-STANDARD SECTIONS AND/OR DETAILS SE! THIP ERECTION DRAWINGS, DATE 9/17/81 DRAWN SY �. CHECKED BY REVISION 10,11-65 -a3 Ci=1H ! 1 15 - 153 lZ�a -aG STANDARDS PACE NO. s&,oi-4 .r, tv e PANEL PROFILE AND POSITION PANEL TO 12 IN,O,C SPACING . 12� 12� 12� 12� 12� eel S FASTENER FASTENER f. FINISHED SIDE ( RIBS OUT 1 'C 12 IN. 0.0 REF.SW.NT.2 O o FST11R.� STITCH FSTIR. to z FINISHED SIDE ( RIBS Ili I O !. 3'0 itL.l1, tAnct IF M W, TILL oiRKttIOM of WORK ILOCKI1C RAIERIKL DETAIL AT FOUNDATION DETAIL AT BLOCKING Ll, MESCO WALL PANEL GENERAL NOTES = I. SQUARE AND PLUMB BULLD INC PRIOR TO INSTALLATION OF WAIL PANELS, 2. MARK FOUNDATION AT BASE LINE AT 3 FT, INCREMENTS FOR THE LENGTH OF THE SIDEWALL TO USE WHILE INSTALLING PANEL TO INSURE PANEL COYE.RAGE. REFER TO OETAIL AT FOUNDATION, 3. BLOCK GIRTS TO-LEYEL, IF RFOUIRED . PRIOR TO INSTALLATION OF PANEL, LEAVE BLOCKING INPLACE UNTIL PANEL INSTALLATION IS COMPLETE, REFER TO DETAIL AT BLOCKING. 4. REFER TO SIDEWALL PANEL INSTALLATION NOTES FOR PANEL INSTALLATION, 5, PRE DRILLING OF PANEL SIDELAP IS RECOMMENDED. REFER TO STANDARD ORAWI NGS FOR RECOMMENDED FASTENER INSTALLATION. S. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE ERECTION DRAWINGS ANO OTHER DRAWINGS OF THIS SERIES. SIDEWALL PANEL. INSTALLATION NOTES = I. START FIRST SIDEWALL PANEL AT CORNER WITH THE CENTER LINE OF THE MAJOR RIB ALICNED WITH THE ENDWALL STEEL LINE 2. INSTALL ONE FASTENER AT CORNER OF EACH FRAMING MEMBER TO HOLD PANEL IN PLACE UNTIL REMAINING FASTENERS CAN BE INSTALLED. 3. ATTACH PANEL TO FRAMING MEMBERS AT PANEL TO FRAMING FASTENER SPACING. REFER TO ERECTION DRAWINGS FOR FASTENER TYPE AND COLOR. 4. INSTALL NEXT PANEL LAPPINC RIBS. ATTACH PANEL TO PANEL USING FASTENERS AT STITCH FASTENER SPACING. REFER TO ERECTION DRAWINGS FOR FASTENER TYPE AND COLOR. S. CONTINUE SHEETING SIDEWALL CHECKING VERTICAL AL I GNMEA T AND COVERAGE. PANEL MAT END AT MAJOR RIBS OR REQUIRE FIELD CUTTING. REFER- TO ERECTION QWGS. FOR PANEL LAYOUT AND FIELD CUT PANEL LOCATIONS. WALL PANEL !�A P N f i STITCH FASTENER SPACING DETAIL AT SIDE LL A EE EAVESTRUT TITLE SIDEWALL PANEL INSTALLATION INSTRUCTIONS MRI I AND SHADOW A � PANEL rccrn Kr 1 ai P n . ROX 20 GRAPEY I NE . TEXAS 75051 -0020 DATE OCT,30.ST DRAWN BY CHRIS HERD CHECKED BY MARK MYRICK REVISI0NS REI T REV, e IT.S.C6 10.30.01 STANDARDS PACE 1000 UwUm# PACE A PANEL TO FRAMING -FASTENER SPACING . 12� 12� 12� 12� 12� eel S FASTENER FASTENER f. *-� REF.SW.NT.4 REF.SK,NT.3 REF.SW.NT.2 STITCH FST11R.� STITCH FSTIR. to AT GIRTS, EAVESTRUT, AND PANEL BASE 12� 12� 12� 12� 3 REF.SW.NT.S OV S STITCH - O FASTENER FASTENER FASTENER REF.SM.NT.4 FSTIIR, STITCH FSTNR. _ STITCH C'7 AT GIRTS, EAVESTRUT, AND PANEL BASE !. 3'0 itL.l1, tAnct IF M W, TILL oiRKttIOM of WORK ILOCKI1C RAIERIKL DETAIL AT FOUNDATION DETAIL AT BLOCKING Ll, MESCO WALL PANEL GENERAL NOTES = I. SQUARE AND PLUMB BULLD INC PRIOR TO INSTALLATION OF WAIL PANELS, 2. MARK FOUNDATION AT BASE LINE AT 3 FT, INCREMENTS FOR THE LENGTH OF THE SIDEWALL TO USE WHILE INSTALLING PANEL TO INSURE PANEL COYE.RAGE. REFER TO OETAIL AT FOUNDATION, 3. BLOCK GIRTS TO-LEYEL, IF RFOUIRED . PRIOR TO INSTALLATION OF PANEL, LEAVE BLOCKING INPLACE UNTIL PANEL INSTALLATION IS COMPLETE, REFER TO DETAIL AT BLOCKING. 4. REFER TO SIDEWALL PANEL INSTALLATION NOTES FOR PANEL INSTALLATION, 5, PRE DRILLING OF PANEL SIDELAP IS RECOMMENDED. REFER TO STANDARD ORAWI NGS FOR RECOMMENDED FASTENER INSTALLATION. S. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE ERECTION DRAWINGS ANO OTHER DRAWINGS OF THIS SERIES. SIDEWALL PANEL. INSTALLATION NOTES = I. START FIRST SIDEWALL PANEL AT CORNER WITH THE CENTER LINE OF THE MAJOR RIB ALICNED WITH THE ENDWALL STEEL LINE 2. INSTALL ONE FASTENER AT CORNER OF EACH FRAMING MEMBER TO HOLD PANEL IN PLACE UNTIL REMAINING FASTENERS CAN BE INSTALLED. 3. ATTACH PANEL TO FRAMING MEMBERS AT PANEL TO FRAMING FASTENER SPACING. REFER TO ERECTION DRAWINGS FOR FASTENER TYPE AND COLOR. 4. INSTALL NEXT PANEL LAPPINC RIBS. ATTACH PANEL TO PANEL USING FASTENERS AT STITCH FASTENER SPACING. REFER TO ERECTION DRAWINGS FOR FASTENER TYPE AND COLOR. S. CONTINUE SHEETING SIDEWALL CHECKING VERTICAL AL I GNMEA T AND COVERAGE. PANEL MAT END AT MAJOR RIBS OR REQUIRE FIELD CUTTING. REFER- TO ERECTION QWGS. FOR PANEL LAYOUT AND FIELD CUT PANEL LOCATIONS. WALL PANEL !�A P N f i STITCH FASTENER SPACING DETAIL AT SIDE LL A EE EAVESTRUT TITLE SIDEWALL PANEL INSTALLATION INSTRUCTIONS MRI I AND SHADOW A � PANEL rccrn Kr 1 ai P n . ROX 20 GRAPEY I NE . TEXAS 75051 -0020 DATE OCT,30.ST DRAWN BY CHRIS HERD CHECKED BY MARK MYRICK REVISI0NS REI T REV, e IT.S.C6 10.30.01 STANDARDS PACE 1000 UwUm# PACE A SIDEWALL PANEL AT START CORNER DETAILS STITCH S FASTENER FASTENER FASTENER S *-� REF.SW.NT.4 REF.SK,NT.3 REF.SW.NT.2 to FIELD CUT EXCESS YAII PANEL PANEL ANGLE REF.SW.NT.S < S STITCH S FASTENER FASTENER FASTENER REF.SM.NT.4 REF.3W.NT.3 REF.SU.NT.2 C'7 -J 0 0 < t ` _ FIELD CUT EXCESS WAIL PANEL PANEL ANGLE V) REF.SW.NT.S !. 3'0 itL.l1, tAnct IF M W, TILL oiRKttIOM of WORK ILOCKI1C RAIERIKL DETAIL AT FOUNDATION DETAIL AT BLOCKING Ll, MESCO WALL PANEL GENERAL NOTES = I. SQUARE AND PLUMB BULLD INC PRIOR TO INSTALLATION OF WAIL PANELS, 2. MARK FOUNDATION AT BASE LINE AT 3 FT, INCREMENTS FOR THE LENGTH OF THE SIDEWALL TO USE WHILE INSTALLING PANEL TO INSURE PANEL COYE.RAGE. REFER TO OETAIL AT FOUNDATION, 3. BLOCK GIRTS TO-LEYEL, IF RFOUIRED . PRIOR TO INSTALLATION OF PANEL, LEAVE BLOCKING INPLACE UNTIL PANEL INSTALLATION IS COMPLETE, REFER TO DETAIL AT BLOCKING. 4. REFER TO SIDEWALL PANEL INSTALLATION NOTES FOR PANEL INSTALLATION, 5, PRE DRILLING OF PANEL SIDELAP IS RECOMMENDED. REFER TO STANDARD ORAWI NGS FOR RECOMMENDED FASTENER INSTALLATION. S. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE ERECTION DRAWINGS ANO OTHER DRAWINGS OF THIS SERIES. SIDEWALL PANEL. INSTALLATION NOTES = I. START FIRST SIDEWALL PANEL AT CORNER WITH THE CENTER LINE OF THE MAJOR RIB ALICNED WITH THE ENDWALL STEEL LINE 2. INSTALL ONE FASTENER AT CORNER OF EACH FRAMING MEMBER TO HOLD PANEL IN PLACE UNTIL REMAINING FASTENERS CAN BE INSTALLED. 3. ATTACH PANEL TO FRAMING MEMBERS AT PANEL TO FRAMING FASTENER SPACING. REFER TO ERECTION DRAWINGS FOR FASTENER TYPE AND COLOR. 4. INSTALL NEXT PANEL LAPPINC RIBS. ATTACH PANEL TO PANEL USING FASTENERS AT STITCH FASTENER SPACING. REFER TO ERECTION DRAWINGS FOR FASTENER TYPE AND COLOR. S. CONTINUE SHEETING SIDEWALL CHECKING VERTICAL AL I GNMEA T AND COVERAGE. PANEL MAT END AT MAJOR RIBS OR REQUIRE FIELD CUTTING. REFER- TO ERECTION QWGS. FOR PANEL LAYOUT AND FIELD CUT PANEL LOCATIONS. WALL PANEL !�A P N f i STITCH FASTENER SPACING DETAIL AT SIDE LL A EE EAVESTRUT TITLE SIDEWALL PANEL INSTALLATION INSTRUCTIONS MRI I AND SHADOW A � PANEL rccrn Kr 1 ai P n . ROX 20 GRAPEY I NE . TEXAS 75051 -0020 DATE OCT,30.ST DRAWN BY CHRIS HERD CHECKED BY MARK MYRICK REVISI0NS REI T REV, e IT.S.C6 10.30.01 STANDARDS PACE 1000 UwUm# PACE A to V M ENDWALL START PANEL IOC. SINGLE SLOPE ENDVALLS S L N1 $10E p-. INSTALLATION cr1 L then 011ECII09 OF C L NAJOR t1l INSTALLATION - l >tt0s. L. ft", �t O - CIL PANEL C21 O < Age---- � C L, OMA Rl1 L u»t •1r DIRECTION OF INSTALLA7ION IT fEOfE: aExC>EE011C i�12 fIEtO CRtTISt of E11YALL PANELS AT RAKE I! Kill. L FIELD COT. 1f 2E00. REfiR TO 1fiE T L � ( • - - i FIELD CRT. 11 REFER Te RO1 i Y FAiTESE ts, 21FER TO ISTt 4 IL Q1REC?i0S OE IiREC1101f Rf 116TALLA1101 1>rS1ALlAT1lS SLOPES GREATER THAN 1112 E10VALL CASE i SMOVI FASTEVIRS. REFER to 227E A S L, r1 Slot SItE�1Alt 1L _.___ 011901101 of 1IS14tLAt10I SLOPES CREAIER THAN It 12 ENDWALL START PANEL, LOCATION, CABLE ENDWALLS CASE 1 CASE 2 INSTALLATION L it RC. L then C n4ill US - l >tt0s. L. ft", O - CIL PANEL O < L u»t •1r z FICL9 CVT.* If 1E01. REFER t0 11T[ l fASTIVERS. OSFER _01 tR ROYE 4 -IL .0dow- 4p 011ECTIfN IF 01tECT1aN of 11STALLAt1it 11STALLATIOR SLOPES LESS THAN OR EQUAL TO 1112 [$$Witt Chit t $Novi TITLE VALL. PANEL GENERAL NOTES 1. SQUARE AND PLUM$ BUILDING PRIOR TO INSTALLATION OF WALL PANELS. 2. MARK FOUR CAT ION AT BASE LINE AT 3 FT. INCREMENTS FOR THE WIDTH OF INE ENDWALL AT CASE 1 OR CASE 2 LOCATIONS TO USE WHILE INSTALL INC PANEL TO INSURE ALICNMENT ANO PANEL• COVERACE, REFER TO DETAIL AT FOUNDATION 55-02,PC.A FOR MARK LO -C• 3, BLOCK GIRTS TO LEVEL, IF REQUIRED, PRIOR TO INSTALLATION OF PANEL, LEAVE BLOCKING INPLACE UNTIL PANEL INSTALLATION IS COMPLETE. REFER TO DETAIL AT BLOCKING ON DWC,S5-020 PC.A, 4. REFER TO ENOWALL PANEL INSTALLATION NOTES FOR PANEL INSTALLATION. S, PRE DRILLING OF PANEL SIDELAP IS RECOMMENDED, REFER TO STANDARD DRAWINGS FOR RECOMMENDED FASTENER INSTALLATION, i, THIS DRAWING IS 10 BE USED IN CONJUNCTION WITH -THE ERECTION QRAWINCS AND OTHER ORAWINCS OF THIS SERIES. ENDVALL PANEL INSTALLATION MOTES = 1. ENDWALL START PANEL FOR CASE 1 IS .LOCA TED BY ALIGMIAC CENTER LIME OF PANEL WITH THE RIDCELINE OF THE BUILDINC AS SHOWN 11 ENDWALL START PANEL LOCATIONS, 2. ENDVALL START PANELS FOR CASE 2 ARE LOCATED BY ALICNINC CENTER LINE OF THE MAJOR R19 VITH THE RIDGE LINE OF THE BUILDINC AS SHOWN IN ENDWALL SIART PANEL LOCATIONS, J. REFER TO THE ERECTION DRAWING$ FOR PANEL TYPE AND CASE CONDITION OF YOUR ENOVALL, 4. INSTALL (2) FASTENERS PER PANEL THRU TO PANEL ANCLE TO TEMPORARILY HOLD PANEL IN PLACE UNTIL REMAINING FASTENERS CAN BE INSTALLED. REFER TO ERECTION DRAWINGS FOR FASTENER 'TYPE AND COLOR, S. ATTACH PANEL TO FRAMINC AT PANEL TO FRAMIUC FASTENER SPACING SHOWN ON S5-02. PC.A. REFER TO ERECTION OPCS, FOR FASTENER TYPE AND COLOR. _ a. INSTALL NEXT PANEL LAPPING RIBS WITH PREVIOUSLY INST- ALLED PANEL. SECURE PANEL TO PANEL AT LAPPED RIBS WITH FASTENERS AT STITCH FASTENER SPACINC SHOWN ON SS -029 PC.A. REFER TO ERECTION CRAVINGS FOR FASTENER TYPE AND COLOR. 7, CONTINUE SHEETING ENOWALL CHECKING VERTICAL ALIGNMENT AND PANEL COVERAGE. PANEL MAY END AT MAJOR RIBS OR REQUIRE FIELD CUTTINC. REFER TO ERECTION DWCS. FOR PANEL LATOUT AND FIELD CUT PANEL LOCATIONS. B. ENDWALL START PANEL LOCATION FOR SINCLE SLOPE ENOWALL IS LOCATED BY ALIGNING THE CENTER LINE OF THE MAJOR Rib WITH THE HI SIDE STEER LINE AS SHOWN IN ENDWALL START PANEL LOCATIONS* SINGLE SLOPE ENOWALL, ENDWALL PANEL INSTALLATION INSTRUCTIONS DATE OCT,30,87 DRAWN BY CHRIS HERD REVIS10XS RET.7 RET.8 STANDARDS PACE N0. S5-02-8 ') J 'pw z a. OF Q z C0rZNE12 Trl1M < OTC PWYETSa l 2 " o . C -,rN p. CorztNErz.7atm INST. W1 M A J 012 Y21 8S AT S7EELLINE corzNeri TrziM Tc2 > \ pop i22I V E7S � 12'' ;C. c'.0 -T-/r p. COY2N1�12 10Ti21M INST. W'f M/al012F2lPS (3 SL 'Mr2.11' ^NO ' MrZlIM' P. NEL (3 M/.1J o rz rz.I P3 conNErl TraIM C-rci) P01v RIS C Ts- Cr Cor.ZNIEQ 'TrZtM tNST. Wl MAJarz r2l 3@ SL ANO MINOtl rZIF39 OPP05I TE 5L COl2NE12'T►21M pop %ZIvE-T5 (a < 7CZ > \ Cor NErz`CalM INET. WYMA-3o1Z a18 a SL. ANO M I NOrz rzI 8 OPP051TE SL. SK.o100W ' A' P�►.1EL. (P MINorL M115L M/»�JC�►rL rzIPS non V2IVET T. POP 121YETe FIELO CUT LEG POP O VET e. (p MAJO t% 121 Ps 1lr'o.C. pop alveT (R 0 C 750 I 1► . 751 COY1N Ei'7l T121 M PTCI > r2lVET5 3 C OMN E Y2 7v2l M I N ST. w l fir! INOM MI F55 A-7 SL C012NEIZTYLIM <7cz> \ ! POA r iVETSe le110.C., T�!Po M I NOV2 12115S AT SL @ MINO-rl 121$ Pop asvET G . . 4 f=lEL0,CUT LEG eM%N012 r2jF3 TITLE -rs � 000" Cor1NErZ ANO JAM $► T121 M INSTALLATION POP rzivcT5 (a 1.2''0• G- , T NY P. CW2NIErzTY.2tM INST. WIMINorZ f' 1P3 (P SL /*SN0 M^JQYZ YZi 13 1Nl MA%A.OFFSET nT 0PPa5I7E SL CO►2NEn. T►2►M /P0PrZlVlE75Lz. (ITCT > 12 0 o,. c.., -r %i p. X F zJ* COr2NEY2 TVZI t7/ I NST. VW M i lh-'soyz rz t e e SL ANO tviAJO V2 r,! 5 a MAX. OFFSE-T FIZOM CIOP05 7E SL.. • � � t .. 1. • ••-sit.• r .• i •• •s .. .• i . DATE NOVI 19.0 DRAWN BY CHalS H E121 CHECKED BY REYI310" STANDARDS PAGE NO. 431500300 r-� J NOTE: - 1'-8' DIM. IS FOR I = 1 1 TO 12 ROOF SLOPE ONLY . r i I T41 I ISEE ERECTION DWc3'S FOR j - n - i (l { I t I( pv C I I I I L. 'LINER PANEL LAYOUT. _ R&NC' LINER ANG".— I PI ` - 1 ?4A L �=- hi CCGt ► ' I I �,NC..E i _ -� , RAKE ANGLE I ILi F. Q,, I I I LINER PANEL 11 I 0� 7 K I ► I! I� �}'� ( �� I T K I I I T k. t I ' I I I ii �1W { t ► I! <; t EW.COLUMN I I Jz EW.COLUMN I w a : W< 00 a II �VUJ,J I �.ccto tu f ll I I I WJ0 J I I I I =f ; s ( 0 I I i t 1 1 I I i .� ( I I .� 1 z a I I fI LINER PANEL I ul w BASE GIRT ILINER PANEL ^ I I (OPTIONAL) I I> U4 <� LINER PANIEL I (I Q! p LINER PANEL I I I I < (OPTIONAi f - - - I I I a ( --- - -- {{ } I I 41 I SE LINE BASE LINE I `I i- �I y) BASE UNE I BASE LINE I } I BASE LINE ! I f BASE ANGLE , I i j ! f i I • v .... ..� I 10 o ' Li STEEL LINE STEEL LINE --�---------•� STEEL LINE STEEL LINE STEEL LINE (D�GC�IRT ON THRU SAVE AT FLUSH SECTION THRU BEARINGSECTION THRU FULL 4SECTION THRU BEARING SECTION THRU FULL END FRAME OR EXTERIOR MOUNT END FRAi�IE ENDWALL END FRAME ENDV'1ALL END FRAME ENDWALL ENDWALL W/ EXTERIOR GIRT CONDITION W/ EXTERIOR MOUNTED GIRTS MOUNTED GIRTS WALL SECTIONS SHOWING FULL HEIGHT LINER PANEL AT VARIOUS CONDMONS UN" Poem LlMEA PAUL M- � T5I rs0"ALL OW $a"Au gaff aloEW ALL Qw -r6, E / � ILIINER PANEL I 1 T 1•�," f lj I{ I o I' ^ I I( I I ( QI I II I I U a �. 016- 41 41 U' BASE GIRT (OPTIONAL) `L I BASE LINE V �- ---- STEEL LINE PARTIAL LINER PANEL HEIGHT WILL ALWAYS BE 1'-O' ABOVE THE GIRT AT THE STANDARD LOCATION. THE EXAMPLE ABOVE SHOWS LINER PANEL 1'-4' ABOVE THE 7'^2' GIRT (STANDARD). LINER PANEL CAN EXTEND 1'-0' ABOVE ANY STANDARD LOCATION GIRT (OPTIONAL). PARTIAL LINER PANE L CONDITION 6 BEARING END FRAME AT CORNER FULL END FRAME FULL, END FRAME COLUMN 10' DEEP ' 10' DEEP (.OR -GREATER j � LRF INTERIOR COLUMN AT SIDEINALL SHOWING 7' FLUSHED FRAMED COLUMN AT CORNER TYPE) AT CORNER { pR GREATER', FLUSHED FRAMED AT CORNER INTERIOR COLUMN AT SIDEWALL ' LATERAL BRACE CONNECTION DETAILS SECTIONS SHOWING TRIM AT INSIDE CORNER & FRAME COLUMN CONDITIONS 1.OF HA ""'!R PANELS MUST eE FIELD SLOTTED FOR !ltTALLATIOM - OF HAUNCH LATERAL QAACis. " La" PANEL COAMER WOE MAW 'r I r— UVEA PANEL BEARING END FRAME USING CORNER WIND COLUMN LRF INTERIOR COLUMN W/ WIND COLUMN SECTIONS SHOWING TRIM AT WIND COLUMN CONDITIONS GENERAL: NOT99i 1: T1419 fig A STANDARV REFERENCE DRAWIN4 TO E9 USED IN CONJUNCTION WITH( OTHER REFRAENCII DRAWING ANO THIK ERECTION DRAWINGS. E.' FOR MON—STANOAP16 SECTIONt AND/OK OETAIL 8EE . THt ERECTION[ DRAWINGIL. te -4 1 1/2" MOI. TO AS RLKM FOR FRAMED OPENING Opow$o W kDTW s'-�' 011 i' -v' XSSORY (NOT BY MESCO LAIEII aANQ ( LAWN PANEL LUIEA PANEL IT rte, �'LTSI TSI LAW aaIRT -TH : STM LAW STmm LMIE 00011 KADtA orE>I�+t1 . EIEIQIIT LINER PANEL AND JAMB LINER PANEL & JAMB LINER PANEL TRIM AT TRIM AT FRAMED OPENING TRIM AT PERSONNEL DOOR FRAMED OPENING HEADER LAM PANIL TN I LINER PANE. TRIM AT PERSONNEL DOOR HEADER SECTIONS SHOWING TRIM AT FRAMED OPENINGA PERSONNEL DOORS TITLE IN 10000 LprEll PANEL TRIM DETAILi' , \ \ I A%fm CO R* DATE 9/28/41 DRAWN BY CHECKED BY SO WALL PANEL FIELD NOTC L ATM MAC4 LXM PANEL SECTION 'A' — 'A' "NOTES: 1. ALL PANELS MUST BE FIELD CUT AT ALL OPENINGS. 2. LINER PANELS MUST BE FIELD CUT WHERE WIND COLUMN BASES I I FOUL PANEL. 3. SEE WALL F114 - IN 5T�U—QTIoN �cz STEN EV, l.f Cqn oto . { D E la P �*GTE N E,I� r f2E NO— R. c— QU { rZE17- i 4. NSTALL JAMB TBWA WITH POP RIVETS AT BASE I CATS A TOP REVISION IZ'548(10 STANDARDS PAGE NO. 36m'07= 0. Y EAVE rrZANIEo opENiwGS MA7E121AL r2EQUlr2EMEN7S �lJf�,NITIE� Sw+C?1NId? AtZE FQ12 (1) Oh1E EAVE F12AMEO OPENING. Fr2AME ASSEMBLV TPIM ASS S.W. G7. ,� JAM$ C L I P S r� x� f� �� 4 P! NNEC4�. P50LT/NUT 510 E T21 M T�', 7�5C ®a 7x50 cv1-L Cvl•rZ CGS 7SIc� POP tZI\/E7S i J 10725 J 10-7 2 5g5 i i 4 4 2 ,� 1 EA, 24 _I 2 J#51 255 ,J13i 25 5 1 ! 44 2- rlA, 1 24. ^ � 2 J i.5 25 � x'15525 � 44 5 -1' EA.S. � 5t� i G ?.17 � 9215 � 5 1 i 1® � 4 !-1 EA,S. � 3G _ 18 � 1 O 54 "6-i t EA.S. � 3 ? 0 ? jZ7.�25 5 1 1 10 54 4-� EA.S. 45 J��! 5 J?Sl125 15 f i44 24. 4, 1�. J r j OZ 5 � 17 S z s 1'2 G4 4' —2 EA.S. 48 (H OPNiG. W. I ?TV. H EACErZ 1 c OR 7'* 5 1: 5 1 H SCe 0- H10"co E) i r4 IN, Hl20 0 H1%00035 H144 H144 095 14 H 1 800 H (4o 8 00g5 t H20.0 i H tCc0C H 'I 1 H840009 H240009 - JAMS ANO H EACErZ 5 HAPE MUST MA-TCH. E X A 7-s 5 C JAM 6 121 (�U! rzES A 7x 5 C HrzAoErz ) GAGE Z, 4,OQ G AT 7�g5C 1 4 , O 9 A -r 7 5 � Cc = r 1 N I ;',H cooe EA.S. = EACH SIDE 07 1.) THIS OP, -AWING TO E USED IN CO1e,IJUN(:T1ON I*T1-4 S7 0. 01 %AIG 5. a5 -09, PAGES 15 AN C ANS E1ZECOTION t:)WG5. N 11 HEAC TC2tM T L Cc TH1 - I iUME 7200 c c $EAt.AN 1 TABLE A Now (' 1 N, 1 � r4 IN, 1414 TABLE A JAM 6 ULTIMATE SHEAt2LOAD 7x 5 C 714. 7%5 C 1414 TITLE INS-rALLA7110N NOTES i, SAVE FrZAMED OPENINGS ArZrz 1:I E L CAS' . AND MA*Y N07 A10PG.ArZ Ofd EaECTION Or2AW1 NGS, "2, 1 !' A M •'!/ c-3 EX. 7;E N ' aR P. 'iP M e L 7 ' OI 1 o UNLE55 SHOWN 07H-, vV15 G ON THEPZECT1 N AV-) . ALL FrZAMING, CC)NNECT NS rzE fes# �2r_- 1/2 ,1 01 A. f 1/410 A 5 077 I N N IE C 1,4 ►5 =0 �.7 EXCEPT JAMB ASE ANCHOrZA E (No -r 5Y ME S CO , SEE TA15LS `A 1 FCr2 F-OQ C ES THAW MUSTE- QZE S ! ST E 0 15V rA NC HOrZA G E VS S" . 49 4. 5E E 'THIS PAGE FOrZ MA' 7EI2 IALS I2E }0. POrZ 1 N STALL A71 C N OF EA` E lzt2A M E P N 1/W S. 5, LCCAT IE, AV;= P:r2AMEtD OPENING IN 0 E 5 1 IZ E 0 WALL F 10EF L I �: t T PANCHL, PENI N(3 AS HOWN ON P(&. C, rZ F - .P. G . %:; 0 tZ F IZ.A M I I'" -J G L0CA710N ."* r"" l I "" /�70 '�J' i•4'�t ' l 1 �f • 1 � Y✓' � oN i THAT 0Cc"oUr2 IN r-QAV.E I NINC-3. IF- OPEN. HG" T. i S SUCH 7HA"r A G I T, Oil GI IZT -, Ar-521,Z)V E OPEN, H CST • MU 5T )5E CUT, TP E CUT P0 i' I ON MU ST 5F. I= l ELIO r.E LCCA -T e r'.) 70 PrZ0 P C- r,� E L r=VA7 ! 0 N (AS -'5 H 0 Y N 0 N EQ ECTI CEJ QW S.) eE-T WEN DAMP -53. (4. 5 UA. ZE Q�,I�S V -NINA A N 0 1NSTA1 �. N07E: JA M e l rz I M PtIzov i E r� IN 12!10 LE:NG7H5 AND MUST = 7-I EL+n CU7. HEAD 7r2I m PIZOVI rDE0 IN l210 ANO Co 10 L NGTH ES AN r,,.' MUST 6E I=I ELC CU"r, CEP. ISA IE C F7 -0r SPLICE DETAILS, DATE MArZ. ?Q, 1984 DRAWN BY C. AN 0J H E Q CHECKED BY M. M`.1tzlc4 STANDARDS PACE NO. q 4 0 -df .Of PAS E A EAVE FRAMED OPENING - 00 F?AMTNG CONNECTIONS. - -- - - CVI - L CVl-tz Y � c - o -- j(��I 7 _• ml 0 7- 0 (J) OEtypTES .lAM6 (H) -z t?EtJ07E5 HEA0F=rZ ��E�� I N (5 3S�CJEWAi_L. �.� (IA�a / N 0 r�, "Y W1 T ) BICE SWAGE r 17 ErzE.OWG5.) I I U1 Tl f { � I I i Z II I w I � OL s L � OPENING W10TH �w A 1.1. (SIDE SPACE e F. E. F s wo i w ....tet /- (J ) (J) c-- =-_ IF- ��4 -z V� Q W I i - 1 (D ENI7WAl,L ( SPACE) .100 51 CE EPAC E GI CZT 02 e;= . E- rz E , r.-) Vel G 5. p�iwrtr w.w r�r •w.l. rw m..� �+ �w �.r.. ...r ++w. w•�r. ►-� -- T f �w ...• J L 1 I (H I kD II �I 11 T � C-3 I i II I I Q 11 ID I (j I it Z I I 7— w I I I Q II �I l A II I 1 I 6L QioENIN(',-, Imm WIDTH ENOwALI. ntn-rCc e - r5ioe SPACE @ �. A o CEN07E i/ "1 1A, 1'/4 ft ;=INNEC14 FBOLT/NUT E INDI CA7 ES NO. OF 1BOLT tZECQ0 AT CONN1 . T H 15 DQAVNING 70 15E USE 0 1 N CON # UNCT 1 O N WITH STO, OWG. 55_ , PG. A 4 C TITLE 1EL� EAV E S7 Z UT ; LOCAT E ! 1 CV1- L/t2 C E r) E T I L -� �-- CG I LL0 �I 1 ( f L.1 ( C ) DETAIL 2 w C G I �ti A GI rZ T, r (J) (:o ) FETA! L (J ) 4 a If i 0 J cv (B) pETA1L ( i ) CG i i I � i / r- (J) t 51 • I I--- ----- -- SL l ...a.._.�_ _�F3A 5 E A 0E -T A I L.. ANCHO 2AGE 6OL7S EAVE Pr2AMED OPENINGS LkA\�.-A faMAMI NG CON NEC7 TONE; AVIE Co MESCO METAL BUILDINGS, Pp,?�oAQc> GRAPEVINE, TEXA* S 76051 -00(2 > DATE MAM.20,IJ$4 DRAWN BY C,ANIV / HE -Rt) CHECKED BY M. Mytz 1C t , STANDARDS PAGE NO. 55 -og-o PAGE 5 `._. A \' l« P rc, A;. E i D `..f' !ter W N I N l T 21 M ASSE V — A N E L P t2E P j rZA 1 1 0 K1 1 1 '-•i , , A7 0E:IA ALL QE -I'. Col ETAIL A1 1• 11 i I x 2 --- If w w Cl I J,C 21~ P , IF5 'Vf R, r) , � .., _ I M I f--� S, -TA! L A, -Ti 0 ' I � loom r , ! 1 : 4 L { .. �r ' Nl' SII� P L E VATON (07/ } 7H Is i'Z4,WINr 70 eE USEC 1N CONJUNC71ON V/ T 'H STC). J `.NG . PG5. A ANO e. t 3/6" T`Jt0ICAL OPENING CE7AI1. A, f= i E L 0 SLOT r'ANE-L AZ 5�0 \,AjNJ SLIDE HEA T r2l to 11.4 G E 0 t A r l `D (.% Z t -J -rE 14 A F,5 0U7 CL 0P 0!C)N-'G. - 0`AQ L 14 H',A0 Tom,! M AT + 1/4 �1 1( 1 ' ! � t 5PLICE � 751cc IOA N E L I 0 1 C) Al1 ' T 1 71-4 t "7(;�0'7_) � tJ ' 2 0 NJ (A) �- 12 x 7/8 S.D.SCREW a�jS? W10 WASHER TITLE SAVE T=I2AMEO OPENINGS T12 -IM ASSE Met.Y AVCL C 0 ,� % 6 j !MESC0 M,r---TAL F53 UH...ID!NGS P. C).V*�o1C /Zo GRAPEVINE, TFXAS 76051 -00rJO E,3� A S C �J 7 IN.J 7 1 j AT '15AE o4 N (VE!— ;� ;� T 4 .� T 1 * pop-rzIVE7S AT 18" 0.C. �=0Z0 l 1IMS110PE , DATE MArz, ?0/ 1984 DRAWN BY C.AMOV HEr20 CHECKED BY M. m`.lI'2ICK STANDARDS PAGE NO. .. � A G S (".*1 1 z 1 t �j I I c) I I ' L0 j �51 A 1\/l P.) z !UJ 1 ..✓ ^if 0 I� * pop-rzIVE7S AT 18" 0.C. �=0Z0 l 1IMS110PE , DATE MArz, ?0/ 1984 DRAWN BY C.AMOV HEr20 CHECKED BY M. m`.lI'2ICK STANDARDS PAGE NO. .. � A G S (".*1 1 MATERIAL f2EQUlt2EMEN75 F02 VAL LL w V 0 0 v U F- 0 SOLID CY L I N Or'Z I CAL VISION CYLINDQICAL, BEAD TQI M i rt Q't'y � -� SCl�E1NS 0 ' 14 ul ww -� w UL'v W > Z N El BRoN� C W Q TUBE Z Q Q SFq LP HT 0 r Q Uj L -i Li Lut2E{� D NOTES 3070 000r2S of 0 SOLID M014715E oI 0 VISION M012TI SE CVI.INDRICAL LOC IG (Cyl.. PrZEt? LEAF PAN IC r�c�lirc F� MC)2ZTISE PQeP. LEAiz) J. ALL, PAr2-r5 F-012 LOC45ET IN57ALLA'Ct0N NOT SHOWN. rZel=EQENCE l.0C45r=T PACK,A6E- POr2 IN57I2UC7IONS. 2. TH i S 012AW I N C 15 70 Be U S E D WITH 570. awG . M5 F012 3070 00012 I NSTALLA7I O N 3. (2EFECZEN CE 5I t L OF MA7EVAL, P0Q ITEM 5 PQovl DC -D wi-r'H THE A55eMeL`1. AtfmlKoo coo'-% jo Q g w Lv W ,r,♦ Z Iry HEAD (1 RECQ�D to Q� �9• w �Uo WEATH EIZSTi21 P (3 PC5. 12E(Vo ) VIN"YL Doorz sw E THRESHOLD FASTENErZ5 oP71oN U W W 0 J V zi O O oP-r►oN * I.00A"fE WEATHERSTi2IP/THt2ES'-4OI.D CIT AS SHOWN. L� W'TSTR. a OUTSIDE `- f.7001? I (B JAM 15 TITLE 3070 00ol2 MATEt21Al. t2CtpUfYZEMEIW76 WITH PI,t,IIviINUM TrZ(M ICIT Llw MESCC �AETAL BUI�DiNGS P,(�.�cx� � CaRAPEVINE, TEXAS 76051 -- ��-y�,�, @ HEAD O U T S I D E o u T Sl D E ---�-- _4mmDOO R I. L� DOOt2 f � VINy00Q Ft/- SwEEp DATE MA2, la, 1984 DRAWN BY C. ANDY HE -120 CHECKED BY M. mvr2ick. @ THM E 5HOLO REVISION 2EV12AWN 4,7.64 - STANDARDS PAGE NO. : Q o y EQ u ® W W LL oP-r►oN * I.00A"fE WEATHERSTi2IP/THt2ES'-4OI.D CIT AS SHOWN. L� W'TSTR. a OUTSIDE `- f.7001? I (B JAM 15 TITLE 3070 00ol2 MATEt21Al. t2CtpUfYZEMEIW76 WITH PI,t,IIviINUM TrZ(M ICIT Llw MESCC �AETAL BUI�DiNGS P,(�.�cx� � CaRAPEVINE, TEXAS 76051 -- ��-y�,�, @ HEAD O U T S I D E o u T Sl D E ---�-- _4mmDOO R I. L� DOOt2 f � VINy00Q Ft/- SwEEp DATE MA2, la, 1984 DRAWN BY C. ANDY HE -120 CHECKED BY M. mvr2ick. @ THM E 5HOLO REVISION 2EV12AWN 4,7.64 - STANDARDS PAGE NO. MATERIAL 2EQUIQEMEN-TS F012 6070 D00t25 LL W J V 0 O ci F- SOLID CYLIN0r2lCAL (A) ACTIVE - CYL. 012 M012TISrs ( I ) YNACTIVE - CYL . ONL %f \)ISION CYLIND121CAL .� (EAC TRIM 2EC� p) N �- �- rz E C O w v �y w w � w 0 Ly N W I•- Z to w U) Q ti TUBE Z A L N Q rZ E D I � W NOTES: AJ ID L SOLtO MORTISE of0 J Ll VISION MO27 I S E CYLINDRICAL LOCIC (C'*JL.Pt2F.P- LEAP) i, ALL PA'QTS F=Ot2 LOCIGSI~T i NSTALLAMON NOT SHOWN, 12EPErz.ENCE LOC45ET PACK.A6C- F'-OrZ lN5Tr2UC,-rloN5. 2. TH15 CeAW I NG 15 TO 5E USED WITH 570• OW( 5. 55 - GES -ES C ANO 0 FOC2 0070 DOQ rZ INS?A LLAT 1 O W . 5. Q E�ErZ TO 5I LL Or- MA -T EtZIAL mrd. ITEMS ,, PIZ.OV10150 W17H -TNE AeSEMI�L, /, ED r` O < �r W U) HEAL? .J Q D < w Lv U < ECQ F LLETZ PL.Q J t O 1 >2 w o �` x w w _ s V N V Z WEATHERSTf?IP (3 PCS. tZEQ'O) '/INVI. DOO12 SWEEP THr� 0 L 0 Wo �^ Q J _ cli cv 0 > e' .N LL w � 01 �o z O O 0 IL UL�-- �- F�4STENEiZS * OPTION LOCATE WSATHERSTRIQ/THIZESHOLC OUTS►DE L.4m STt2. boe-l*'WT � !2. X 0 0 12 kNTST OUT. '- DOOR O./F 1 JAM g a H SAD TITLE LQ \ [ G 0 7 fJ 000t2 MAT F s"Z ►A L QE(�U?rZEMSoNT'S VJITi-1 ALUMINUM 7C7.1M I4 -1T AVIC940 Is MESC-0 METAL BUILDINGS P©,�c (2 GRAPEVINE, TEXAS 76051 -pprZo DATE IvIAM-Me 1984 DRAWN BY C. ANDY HERO CHECKED BY M. MYIZIC4 Wo O O D :L05ER P -A STS N c R3 m op-rION 4 1 T AS SHOWN . OUTS1pE — U0012 ��✓INyI. [;�0U2 SWEEP -THQE5H0k. D REVISION IZE0QAWN 4 k 3 4 I t, 4 5' jo STANDARDS PAGE NO. AGE FN luo y� jp '-INSTALLATION STe ,M I r "MINtRUf LNI Il�kit \SIU � 7 1 �� t� � �1�' �� •l_awwr�awuu �.1wrM.•/r•�.._�_{ w.R�.ls_w.aIMM.H.../'.wr..l{/.wwa....l..•/_...�_w./_.../__w/_�....w �ww__.w_{.{.M w.M�M{/�IIMM �r • 'i QC -F. DETA{ L T� 1/4M @ G(07000 017 PANEL t� 3070 0000 9 12EF. STEP 2 FI ELO CUT OPN'G AS SHOWN INSTALLATION STC -10.3: F2AME AS'SeMBLV '/l(2" 01 A, A 3/4 "LG. 5oL7 (2 pE r2 JAMB) 1/4" DIA. EXPANSION BOLT (2 PEM JAMB) 1.p. I-SMALlA l ON ST119 T : BASE CUT-OUI I IIM {/a{wl1.f {wwwwwa/cM 7311 7711 A71'r 8ASP. G (QT 3 a1"30? AT eAS E G1 9T G070 000r2 @ 3070 t00Q f aw i SL +_ F'M ./ gyp..• . �. .i wy. ..r 1 _-_.... �T '�.., •,. Id �--PAN EI. F12ANr1E HEAD I I 12EF, NOrE� u H EAC G1 r2T F-RAME JAMB SEC71 ON 5 OOOrZ FQAMI E TO GI rZT ± (-TVP. I ; - I i +1 1` A7 BASF. ANLL is 7311 @ X00?0 00012 '5711 I @ 3070 e00¢ A7 SASE EDGE /4" DIA. 5OLT ' (T*YP-) 3L 0- .% 1 a INSIDE OF BLDG o C I 1� 3(�)" oR 72 11 3 8 01? 74 SECTION A ANCHOa 1301.T FLAN NO -'E 000tZ Ft2AME MUST eE CENT tZ E E 0 IN P N L. OPENING a'; I Oil ........ .... TITLE 5070/(--o070 rj00m 1 NS7^L LA` 11 0. N Wk7H ALUMINUM 7IZ1 W V417 ME:SGO META. BUILDINGS �7-p,p�0-4 20 GRAPEVINE, TEXAS 76051 -00Q0 INSTALLATION NOTES L. USING 'SILL OP MA"rErZlA%i.S AND STO, DWG . 55-1121 O t2 55- - S , L O CAT E ALL MAZE R IALS RECp. TO I N57ALL THE SIZE 0r ISO©12 PQov 1 DEo WITH THE AlS5EM8L'%,/. �. AF'7E1'Z 00012 LOCATION HAS ISEEN ES'TA15LISHEIO FIELD CUT PANEL OPENINB AS SHOWN IN I NSTALL- AT 1 ON S7C-P 1 ' IRAN E L. PQ.EPA12 ATION. 3. QeMOVE PANEL. SASE ANCHOr2AGE MATT,QIAL TO 01MENSIONS SHOWN IN INSTALLATION SZEP 2 1 15AS'E CUT • OUT', CX) I P BASE 02 I NTE12M EDIATE GI r2T 15 Pr20V10E0j FI ELC? CUT AS NOTED AND ATTACH TO 0002 F=QAME WITH SCrZEWS A"T LOCATIONS SHOWN ON ErZ ECTI ON ONG5, 4. ASS -M6LE 00OrZ Ft2AME W171-1 50LiS P120V CED IN ILIT/ 5CpUA12E Fr2AM E AND ATTACH HEAD TO G112T WITH SELF•DZIILLING SCr2eW5 AS SHOWN IN SECT 1 ON 13, NATE 0002 Fr2AME MUST 5E CEN7Et2,ED IN PANEL. CI T / OU7 TO ALLOW TrZI M INS7ALLA71 ON TO 1WO12.14. A77ACH SASE OF OOOrZ F=QAME To ANCHOr2 Poi NT5 AS SHOWN iN 5EC-'ioN 'A'. N STA L LA'r I O N, INSTALL HEAD T r2 I M 5C-FOr? E SIVE TIZI M. IOETEIZM I N E PNL. T`JPE AND INSTALL. A3 SHOWN IN TtZ I m A 5EM15L.! �. INSTALL W EATHF-gS7rZI P/TH►2ESHOL0 AND/012 CLOSErZ IF 2Eq)uIr2Cp. DATE ` MA12.15, 19 Sof DRAWN BY C. ANDY HEI?D CHECKED BY M.My►ZICK , REVISION 2EDtZAWN Jr -2,8 I`5/s(.0 STANDARDS PAGE NO. p•L LLAT#0N STEL r, 7 CAU L K H EAD -rtZ I M PANEL{ I� 1N7�t2#O PI��.. ,� T SLQ..� C LENGTH V= SLOT N07 TO � C�I�T (A5 12E O) sycEEO + I;/ " A SHOWN IN) A �A57ENEt2S II : d y o. c. ...�1 H E-A D TOM HEAD T rZ 1 M '/A5 I "i 5LIOE- HEAC) if � �� i d' F, T�1 TQIM 1N SLOT � 1 15Fl row Nl�) )A 1 we 1 SEC710N �N C`E Te � ; .: -r .� 7f— 'tow co (:D 0, P � 1: x 8.8.sc�tw A 7j]T� wio w� Ql FINISH GC7►7E JAMB 'A' FAS-rENEI2S (� I P" o. C. ISA N E L r t�E-cEPTorz ii AT IN7EI2I0 PANEL XT A PAN L N07C H LP -SS THAKI 3 i/, " fI= I E L, O C U "T r��EC.E P70r ANO CAIS 710 P I T, IN 7,4A,i.LA,T10N STEP LOCkSETS � � EIS � I N�T1�tJ �i'►(,��} t�ACI�AC � �� I ��_� V/1711--! L. O C 14 Z E T S r -0Q. I N S "T'A L L AT I O N, � `,�' L. I K. O Ifi I Cf� L, I _ -' L.. A f I �L E. PQ IzP. 000 Q LEA1* 1=OrZ UZ AT `MrzI11 t.T"w C H r A rJ T IZ I M I N T A L. (.,, AT 10 N) -)AMS " A * /- ;ZASTENE S !�!'t 0.C. t2 EC E PTO tZ -� 1 * tZEC E P°T0rZ INS-rAL.LA_t'1 ON vk�POP-12NETS I0110.0 Al �HAI~�0 W A PNL. O SECTION 'D' INSTALI.A"TION S"►'Ep G a070 H/`l\QDWAQE JAM b r2=CepTor CAP • Ii, 07 A7 CAP (z07O 0002 rZFQUI)l2e (I ) OWe AC L-riVe EAF AND (1) ONE INAC7IUE L EAit , INACTIWZ, L, w IL AL.\ A 5 A CSL.# NOQI CAL. Pr2EP. 000 L.EA;. HEAD 60LT FA5T1at,-t�,?2 - OUTS e?e LL L p^ ' `T A �AL A p � L, �LI2, Pt,14A. LEAP A,i EA ' F007 6OL7 TITLE 3070/Z070 000'rZ t N S TA L L AT I O IBJ W I T H AL..UMINUM TIM 14iT AVCSCO j MESCO METAL. BUILDINGS P.O, 95c) A, 2Q GRAPEVINE, TEXAS 76051 — 0(DQ0 DATE MAQ , 1S, 1954 DRAWN BY G. ANOV HEQO rHECKED BY M. M`.1rzIC1�. REVISION r� E DPANAI N 4-Z-84 Ila 'll�18G STANDARDS PAGE NO, p't. -, <�? e 0 \%)IEw sHaV�,)ry INzEr2iQrz viEw A5 NQ-rEb (�K� 1 SEC710N �N C`E Te � ; .: -r .� 7f— 'tow co (:D 0, P � 1: x 8.8.sc�tw A 7j]T� wio w� Ql FINISH GC7►7E JAMB 'A' FAS-rENEI2S (� I P" o. C. ISA N E L r t�E-cEPTorz ii AT IN7EI2I0 PANEL XT A PAN L N07C H LP -SS THAKI 3 i/, " fI= I E L, O C U "T r��EC.E P70r ANO CAIS 710 P I T, IN 7,4A,i.LA,T10N STEP LOCkSETS � � EIS � I N�T1�tJ �i'►(,��} t�ACI�AC � �� I ��_� V/1711--! L. O C 14 Z E T S r -0Q. I N S "T'A L L AT I O N, � `,�' L. I K. O Ifi I Cf� L, I _ -' L.. A f I �L E. PQ IzP. 000 Q LEA1* 1=OrZ UZ AT `MrzI11 t.T"w C H r A rJ T IZ I M I N T A L. (.,, AT 10 N) -)AMS " A * /- ;ZASTENE S !�!'t 0.C. t2 EC E PTO tZ -� 1 * tZEC E P°T0rZ INS-rAL.LA_t'1 ON vk�POP-12NETS I0110.0 Al �HAI~�0 W A PNL. O SECTION 'D' INSTALI.A"TION S"►'Ep G a070 H/`l\QDWAQE JAM b r2=CepTor CAP • Ii, 07 A7 CAP (z07O 0002 rZFQUI)l2e (I ) OWe AC L-riVe EAF AND (1) ONE INAC7IUE L EAit , INACTIWZ, L, w IL AL.\ A 5 A CSL.# NOQI CAL. Pr2EP. 000 L.EA;. HEAD 60LT FA5T1at,-t�,?2 - OUTS e?e LL L p^ ' `T A �AL A p � L, �LI2, Pt,14A. LEAP A,i EA ' F007 6OL7 TITLE 3070/Z070 000'rZ t N S TA L L AT I O IBJ W I T H AL..UMINUM TIM 14iT AVCSCO j MESCO METAL. 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I •. - 0 r d e. r� N U m b,e, r '�r � 91. .�a� Detailert } ,I . . , .I' ENGINEER MEETS THE SPECIFICATIONS INCLUDING THEDESIGN RIT RIA I AD D e S .e � 1� l � a�. D e a l e r. U G CRITERIA, ,DES GN LOADS, ,� ,� L 13 ErJDrTAI! coturerJ AND SERVICEABILITY REQUIREMENTS INCORPORATED BY THE DEALER INTO THE ORDER DOCUMENTS 0- .al 5/02 1 I �, - 1. I �. - I . Date �,2,�-I " .;__... -I ,: Z.. ..."I ''. . SEPARATE SUPPORT COLUMN MANUFACTURER'S ENGINEER IS NOT RESPONSIBLE FOR OBSERVATIONS OR INSPECTIONS OF r I . - .► � Tl u % -I `' • ^ 1AML, E k °I' ,: (� �l I �. } n! ERECTION OF THE BUILDING SYSTEM AND IS NOT ACTING AS THE PRIME DESIGN '"" ( h e 1. I ,5 . .., I� a x 1. tr�T R�oRcoLuti�r._ J PROFESSIONAL FOR THE CONSTRUCTION PROJECT INCORPORATING THIS BUILDING SYSTEM. I = �heckert-c 1. End Customer,, BESBOT OF EA`rESTRUi . SL T LtN I { EE E r" ti B 0 r •1, 0 :til . MSC:..� . I INFORMATION REQUIRED TO INTEGRATE THE BUILDING SYSTEM INTO THE CONSTRUCTION � . . * - , , : '' . t -hiESCO TAE iAL BIQG - K w I Iate . t . , C�ill-;. -- -� � RA �.T 1 . , _ r ,� - - - _. - �.. I .1 � � _. � . -1 - . - � j, RL RtflGE L•"JE . . . -GRAPEVINE, TEXAs keV: �:..11 BL BASEitrtE PROJECT ISGIVEN IN THE PROJECT DESIGN DATA. :s . � , ,I . � . - , - 1p"___ . - .. > . 1:1,: c " ,': 1, , I _ :.-} ' I t • "�, ."'..., - . -, . I .. I j -1 .. .1 . . . . . . . .� . I , - - . . .. � I - � - . 0 .i r 1 �., .."� ... . - . ..: -,-, - . , r��. - ' .11 . . . . I, , � . .1 r * _, I � :-,rt.' . 2. • , . . , .. , ,.PROJECT!` DESIGN DA A C.00.f DATE: J' �11 ��i', BY: NSI ORDER NO.. " 51OZ PAGE PD2 of As.- METAL BUILDING SYSTEIiA DESIGN CRITERIA -BUILDING SYSTEM NO. AREA: f. LIVE LOAD: FRAMES PSF ROOFYST.E 0 S i� P S F w ~R GROUND SNOW0)0 PSF ND w p100,I S EED MPH COLLATERAL LOADS UNIFORM DEAD LOAD OHO psp CONCENTRATED LOAD - .SEE DRAWINGS FOR MAGNITUDE AND LOCA LOA DS APPLIED IN ACCORDANCE WITH THE WLDWG 6,Dcft TION k• B: AUXILIARY -DESIGN LOAD REQUIREMENTS El CRANE SYSTEMS ,SEE ATTACHED SHEETS 0 C: F-ld.00R SVSTE�A D-E-SIG"iq LOAD DATA Q SEE ATTACHED SHEET GENERAL NOTES 1.`THIS DRAPING SHOWS COLUMN FORCES ACTING ON THE FOUNDATION AND BASE P�A TE SIZES REOUIRED' TO DESIGN THE -ANCHORAGE AND FOUNDATION FOR THEHETA.L•BUILDING SYSTEM, (FRR.CES ARE. IM, KIPS, I KIP = 1000 L8), 26 POS'M,V.E FORCES ARE IN THE -DIRECTION OF THE ARROWS SHOUN AT RIGHT. A NEGATIYE FORCE.PR MOMENT I.S;IN. THE, DIRECTION OPPOSITE OF THE' ARROw THE'CENTER LINE OF THE 8O,LI PATTERNS ARE.LOCATED ON THE ANCHOR. SOLT LAYOUt, d 4. AOC"OR'BOLI DIAME�ERS ARE ADEOUATE TO TRANSFER COLUMN FORGES FROM IHE 8A:Syt PLATE TO THE, ANGHOR BOL -TS. DESIGN OF THE,.ANCHOR BOLTS ,AND OTHER EMBEDHENTS T0,-TRA$SFER'.C,OLUHN`FOR.GES TO THE FOUNDATION. AND DESIGN OF THE FOUNDATION°ARE NOT :,B 1f ME.SC"0, MA,N,.UF.ACTVRER�.S ENGiNE5R:IN0 GE RTIFICAT10N" Y "1 HE STR(IC10RAL D,ESIGO OF THE 8UIL0ING SYSTEM PERFORMED BY THE r'MA.NUFACTyRER S EK.GINEER MEET II E .SPECIFICATIONS, 19CLUDING THE QESlQNCRITERIA,. DESIGN: LOADS, .'AND SfRVICEABIL'ITY .REOUIREMENIS :.IN0.0RP0,R'AIED.BY, THE DEALER INTO THE.'"0ADER',D0CUMENTS. ODE E 0_R D E R E:;LOAD D -L-OAD 0 .SIGN CONVENTION P 0 S I T I'VEn v x AS SHOWN 8L SYST. NO. Y RELATED PALL BASE PLATE PH (KIPS) s F. (KIPS). Fn (K -FT), RE',M'ARKS :s = viDTH t 1M) OEPfH t IK) GENERAL NOTES 1.`THIS DRAPING SHOWS COLUMN FORCES ACTING ON THE FOUNDATION AND BASE P�A TE SIZES REOUIRED' TO DESIGN THE -ANCHORAGE AND FOUNDATION FOR THEHETA.L•BUILDING SYSTEM, (FRR.CES ARE. IM, KIPS, I KIP = 1000 L8), 26 POS'M,V.E FORCES ARE IN THE -DIRECTION OF THE ARROWS SHOUN AT RIGHT. A NEGATIYE FORCE.PR MOMENT I.S;IN. THE, DIRECTION OPPOSITE OF THE' ARROw THE'CENTER LINE OF THE 8O,LI PATTERNS ARE.LOCATED ON THE ANCHOR. SOLT LAYOUt, d 4. AOC"OR'BOLI DIAME�ERS ARE ADEOUATE TO TRANSFER COLUMN FORGES FROM IHE 8A:Syt PLATE TO THE, ANGHOR BOL -TS. DESIGN OF THE,.ANCHOR BOLTS ,AND OTHER EMBEDHENTS T0,-TRA$SFER'.C,OLUHN`FOR.GES TO THE FOUNDATION. AND DESIGN OF THE FOUNDATION°ARE NOT :,B 1f ME.SC"0, MA,N,.UF.ACTVRER�.S ENGiNE5R:IN0 GE RTIFICAT10N" Y "1 HE STR(IC10RAL D,ESIGO OF THE 8UIL0ING SYSTEM PERFORMED BY THE r'MA.NUFACTyRER S EK.GINEER MEET II E .SPECIFICATIONS, 19CLUDING THE QESlQNCRITERIA,. DESIGN: LOADS, .'AND SfRVICEABIL'ITY .REOUIREMENIS :.IN0.0RP0,R'AIED.BY, THE DEALER INTO THE.'"0ADER',D0CUMENTS. ODE E 0_R D E R E:;LOAD D -L-OAD 0 .SIGN CONVENTION P 0 S I T I'VEn v x AS SHOWN 8L SYST. NO. AREA RELATED PALL BASE PLATE PH (KIPS) FY (KIPS) F. (KIPS). Fn (K -FT), RE',M'ARKS :s = viDTH t 1M) OEPfH t IK) TENSION t L) OR CL MAJOR AXIS „Ca.PRE.SS.10N ( C) CL C SL SL 'FA A FO O�F L A N G E 4O OO U t cR. t F-�I ._ OO 1 9l� 1 [L? 0 I I { y C1, I BOT(QM OF �O 0-i -J F @A36 Pl�l1E aRC= � ,f A SECT1,0N A - A FIXED BASE COLUMN CWP , WC , FP) DE TA I LS'' ' FIXED BASE COLUMNS ARE DESIGNED FOR MOMENT BASES, EMBEDMENT$ AND FOUIIOA'T 1 OM MUST . BE DESIGNED TO RESIST ROTATION ABOUT 'THE'MAJOR, AX I.S. OF THE COLUMN, AS WELL AS HORIZONTAL AND VERTICAL MOYEMEMI. : FIXED BASE COLUMNS ARE DESIGNED FOR DOUBLE NUTTED ANCHOR =8PL" 1&. .' DATE- DESIGNER �� ,CHECKER `r PROJECT DESIGN DATA . ORDER' NO S H E E T.' WO, RD 1'. E N,GR,. QRDER `=Hq,.' REY., E C A I �„AI ECR! ECA1 ECAI FRAME LINE SL STEEL'LINE 0— FLR„CRN.,PARI•COL- BL BASE LINE Q -- 1NIERIOR CDL. END'WALL CDL, CEU ER LINE — — RECESSED OR RAISED _ COL'• BASE XX INDICAIES DIMENSION OF CDL. BASE ABOVE OR BELOW MBS BL MBS METAL BUILDING SYSIEill SYMBOLS AND ABBREVIATIONS I