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HomeMy WebLinkAboutPlans7 577 iC5 1/ 2" 0 EXIT SIGN, TYP 4- -4 4- 5-0 6-8 0 7Z 4- 5-0 6-8 PA51-Ei7 LIN S INPICATh FUM WALL -5 AE? 1`IXTt S TO N5fALLfyn A5 Ti;NANT SPACES APE L A n NN)I 25' \ CO\ c ar: F\01\ OOP. INTEPIOP AMITION5 c1 u1+ N UN1T5 TO fX 5-5/5" NO. 25 GAGE METAL STU25 @ 24" O.0 , 5/ 8" TYPE X GYP. CA, 51M 10' 0 INT VIOP FAk11TION5 CETW 1`N UNITS TO P 3-5/ 8" NO, 25 GAGE METAL 511V5 24" .94;,„/ 8" TYPE X GYP. t;Au 51p °:, PLOOPi ILINGS 0 13ATNPOOM5 TOM METAL JOISTS @ lb" O,C. W/ 1/ ;` TY1T X OILING, W/ 5/ 4 T&6 PLY, 1 CK1NG APV, 6 12-0 I4-0 OH 1700, C01\,Ct- ATO Ij\ 2>' 1/2'I X1/2" 125' rTh ‘44, 1\4=1,0 6-8 4 0 ,7. 0 ooa No 0-17 4- (7-T06-8 0 0 0 4- (71f1; -0 6-8 (Th t\ 101 9I.8 APPROVEI)'F SUBJECT TO NOTED aXCEPTioNs & INSPEC11ON:, GARFIELD COUNTY BUILDING DEPART , EN m, to _p _ By FIELD COPY p erieN W FTi4e 91111 PLAN& ON SITE qt MA\ LVI. -q,00P\ PLA /8" ,Pr ov�P [3v RUDD CONSTRUCTION, INC. 132 Park Avenue BASALT, COLORADO 81621 (970) 927-9119 FAX (970) 927-4027 /3 joB /)6c 6 - SHEET NO. OF CALCULATEDDATE SY CHECKED BY DATE SCALE •/1,- ; • • : : .• . . , . . , . . . . . . . I . -; : . I L -4- ; • i ! r . [ : . . e/. t : r : ...,-- _.i. --i-- , --t-- 4- •!-- 1- 0 LT -1 1 18'-0" LAVE 4 12 2I-- 'PBR' PANEL <t 0 1,-0• LAP 12 —12 3 12 2 ENDWALL SHEETING AT LINE 1 1'0" LAP 12 —12 ENDWALL SHEETING AT LINE 6 6" 6" DRAWING STATUS X FOR APPROVAL THESE DRAWINGS, BEING FDR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. NO DATE 12/17/04 REVISIONS DESCRIPTION BY CIO FOR PERP T 58 BB METALLIC O(ScRJ'TION ENDWALL SHEETING NOTE: THE UNDERSIGNED IS NOT THE ENGINEER OF RECORD FCR THE OVERALL PROJECT DSN APR APR. DATE metallic buulcJin c'onf7pany 7301 FAIRVIEW • HOUSTON, TEXAS • P:0. BOX 40338 ZIP 77041 (713) 486-7788 ZIP 77240 SIZE SEE BUILDING DESCRIPTION SHEET C1 cusroUER RUDD CONSTRUCTION, INC. BUILDING G LOCATION CARBONDALE, CO CAD 8Y SB DRN.DY CK'D BY DATE SCALE NONE J08 NO. 3305-220727 PH BLDG. DfSC. (4.114 A SHIT NO. E4of6 ISSUE A 0 00 i 0 [ T -0 12 21 60 -91N 2403 00"-°''' poL. 26Ga. 'PBR' SOFFIT PNL. clA N "PBA' PNL. eat 20 20 RC -1 12 (8) i°' x 212• A325 BOLTS W/ 4" k's. RR -3 FLANGE BRACE ONE SIDE ONLY (TYP.) FLANGE BRACE ONE SIDE OF FRAME ONLY FIN. FIR. (8) i"' x 2'2" A325 BOLTS W/ 34° t's. RR -4 (4) 1"' x 24" A325 BOLTS W/ 4' E's. 858"° x 0.156 PIPE COLUMN 44 -0 PR OJ. '—(4) 1". A. BOLTS W/ 12° E. U.N. 2'-44 CROSS SECTIOkk © LINES '1 &6' 57'-2118 CLEAR 120'-0 0/0 STEEL CROSS SECTION UK BRACE B1J BIT 4 x x 1. MB. MURK QTY Tat YUCI t MIFA OXF (4) 1"' A. BOLTS W/ 34" E. —� SYMM. MEMBER DATA Column data is fisted frau Base to fore - Rotter data is listed from Eve to Peds. Yank Outside Flange Web inside Flange Col (RC -1) Cd (RC -2) Rd {F12-3) 1/4x6 8 5/8 x 0156 PIPE 5/16x6 5/16 6 20-0 5/16 x 6 20'-0 Rof (RR -4) 3/8 x 6 3/8 x 6 4 ids 1 —0 57'-27s t CLEAR / 804x12la20 8GAx20to20 8 CA x 20 to 70 20'-0 8CAx20to2070'-0 1/4 x 20 to 44 1/4x441020 1/4x6 5/16 x 5/16 x 6 20'-O 5/16 x 6 20'-0 3/8x6 3/8x6 NOTE: THE UNDERSIGNED I; NOT THE ENGINEER Cf RECORD FOR THE QYERALL PROtCT. 'lr'lJk1t5 t!114'' ` ,vs. , ,,x, o4- tSx. o : 2 6077 r' ►° QA ACS • r.. 1 !'� .4 0 s 1kAA Say ��u mi DRAWING STATUS FOR_APPROVAL: THESE DRAWINGS, BONG FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT. THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT. AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. BY SB CIO B MEiALLI[ metallic building company DESCRIPTAIFI FRAME CROSS SECTION 7301 FAtRVEW • HOUSTON, TEXAS • P.O. BOX 40338 ,8P 77041 (713) 466-7788 ZIP 77240 sca SEE BUILDING DESCRIPTION SHEET 'C1' CUSTOMER RUDD CONSTRUCTION, INC. U1IDING G LOCATION CARBONDALE, CO CAO BY ORM. BY CK'D BY DATE SCALE NONE JOB N0. 3305-220727 T4i E10G. DESC. (ARNl A SHEET N0. E5 of 6 ISSUE A z LiI -60 i 8 3° _ 1016 5' -Ca 5'—Ol6 5, 0\36 12 60 _9�i+s 5' �(31rs 2! cJ _Q1 � �II�I ' Oi Cup( 3 SYMM. 50 RR -4 (4)"' x 112" A325 BOLTS (4) 1"0 x 24" A325 BOLTS W/ 4" F's. 10 (8) i"' x 212" A325 BOLTS W/ 34" Q's. 26Go. 'PBR' SOFFIT PNL. 0 1 'PBA' PNL. 30 RC -1 0 (8) 4"' x 2'2" A325 BOLTS W/ 4" F's. FLANGE BRACE ONE SIDE ONLY (TYP.) FLANGE BRACE ONE SIDE OF FRAME U.N. ' FLANGE BRACE BOTH SIDES OF FRAME HN. FLR 858"° x 0.156 PIPE COLUMN 0 L 8k 3'-2 3 6 N---(4) 1" A. BOLTS w/ 12" C. U.N. 56'-478 CLEAR (4)1"'A.BOLTS w/34"E� 4a 4a MEMBER DATA Column data is listed from Base to Ewe - Ratter data is listed from Eve to Peak Mark Outside Flange Web Inside Nude Col (RC -1) 1/4 x 6 8 GA x 12 to 30 5/16 x 6 Col (RC -2) 8 5/8 x 1/4 PPE Rd (PR -3) 5/16 x 6 1/4 x 30 to 34 5/16 x 6 3/8 x 6 20'-0 3/16 x 30 to 30 20'-0 3/8 x 6 20'-0 5/16 x 620'-0 1/4 x 30 to 30 20'-0 5/16 x 6 20'-0 R©f18R-4) 1/2 x 6 1/4x30to50 1/2x6 1/2x6 1/4x50to30 1/2x6 _ca 10 1 LJ C.) 5.c0 0) CJ c..1 1- z 1 1 —0 56'-48 CLEAR y 2-0/ PROD. CROSS S7CTION © LINES '2, 3, 4, 120'-0 0/0 STEEL CROSS SECTION FUNGI 6R ACE BLT QTY 4' x a' MB. MARK 4TYaNrf tT/M) a III e45 OIAYE11R LENGTH NOTE: THE UNDERSIGNED IS NOT THE ENGINEER of RECORD EOR THE OVERALL PRO ECT. DSN APO. APR. DATE • RcG't��ma� • 7.rx • v fi b$ DRAWING STATUS REVISIONS FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE I5 TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS, NO. DATE DESCRIPTION BY CK'O A 12/17/04 FOR PERMIT S8 BB METALLIC DESCRIPTION FRAME CROSS SECTION metallic 9 company 7301 FAJR4+EW • HOUSTON, TEXAS • P.0 BOX 40338 ZIP 77047 (713) 466-7788 ZIP 77240 SIZE SEE BUILDING DESCRIPTION SHEET 'Cl' CUSTOMER RUDD CONSTRUCTION, INC. BUILDING G LOCATION CORBONDALE, CO CAD BY SB DRN. BY CK'DBY DATE SCALE NONE JOB NO. 3305-220727 PH BLDG. DESC. USI A SHEET NO. E6 of 6 ISS1E A Hot Roll 2 1/2" Example: The length of the tip required thickness of the top material, bottom material, and the thickness screw thread hos been pre thickness of the bottom material shank must be long enough on a ony insulation of -drilled or need to extend drilling fastener is determined by odding the or void between the top material and the bottom material. If a hole larger than the punched into the top material, only the be considered. (The threaded portion of the into and through the bottom material dated.) �, G tear(lverhang/ / earns Girt1, c7 9/10C Diameter Length Head Type Material Finish N r.) r 112-14 x 1-1/4" Type 3 HWH, Self-Drilling,Carbon Steel, .0005 Minimum Zinc Plate See Erection Drawings for Dimension L Threads Point \_ Fastener Type Per Inch Length Pigspout (111786)Wernher fr, 1/4 Screw ' (acre) Each Purim Krim Built tip 2 1/2 �, o 3 OP a Cif, 0 re llrl lake Column 0 Rafter Void or ottani"'Va ena 7 Insulation "7P ore 1r1 e / Total Thickness to be 1 Drilled I Point ((Overhang hake Angle —� 0 • II 0 CO Lo J... a �a Q •oc V ■ 1 2"0 A307 Washer x 1" Bolt w a / iri F <Ail \ "; 4 b .,_" 2" ��o�e e�1111140111111111tiont ,FP �r Predrilled Hole Diameter .\ Larger than Screw threads Dn " oGutter@e� Diameterg ' 12ft „� (2) 1/2' X I' M. FIs ; 0Downspout Head L. Threads In e. or 'unr e. " op 'a ena Canopy Return — / Indwell n (Shope Varies) i �, 1 Type Self Drilling Fastener et nC Terminology Vold or Insulation `%:a oma ena �` o.��e 1 e�: Projection . Wain Frame Raker Column Rafter CI' SC 97 / �, Drilling Tip Total Thickness to be Length Determination f Drilled Hot Roll or Built Up Field Bend Cold Form Connection Eave Canopy Downspout Detail (6) 5/8 x 1 1/4• A325 Bolts with h (,) washer eae Section Thru Rake at Dain Frame Flush Endwall Connection Flange Bracing Web Bolted NS0006G NS0007 NS0007B NS0009B NS0013 2 1Self-drlling 3/4 3 3J4 fasteners ore designed to drill the material and 1c4n the hole. Material thickness is an important consideration when determining the proper point diameter. The point diameter is described as the point TYPE. Paint types Are as follows: TYPE I: Light gage application TYPE 2: Medium tight gauge application 3: Medium gauge application"PBR" TYPE 4: Medium heavy gauge application TYPE 5: Heavy gauge application The point diameter allows the threads to tap into the material without excessive force which carr break the talk, or very low force which can easily strip -out the material during seating torque. Each point type hos o specific FLUTElength which allows the chip to escape from the hole during the drilling operation. Depending on the application, some drill screws require a special PILOTsection. The pilot section is the urea that is unthreaded on the drill point. The pilot area is important to the perfarnonce of the fastener. The reason for the pilot area is so that the drlling of the hole is completed before the threads engage. If the threads engage before the drilling is completed, the drain point will have a tendency to bum because the threads will force the point into the material. Downspout Pop Rivet DMA -3a DMA -3o Across Header �ar DMA 66 O�' DHA -66 Girt , I w/(one) Member Screw Cat , Eoch End And 12` O. C. Strap ((4.)3 aP(T) A Column Flange Anchors t 1 3/4 1 3/4 2 2 ,///,,, mid y Notch FidTap 7-4 C 3Y-6 - ' 3 C 7� Li) Om Frame Walk Doo Clip (MOO ) Buidrrg AIG. 3 16 3 16 r 3 t3owrispout (Typ.}Impa� \--Member Screw 2 12 x 1 1/4' ; ' �' too fht walk Door a VNO V OM,+rr,'�, Shown In De1a,l sed +..r+.�++w+sc r..,.r„r Panel "PBA" Panel 45 Masonry wall Column Flange '�mg r Fa Door kocn Drily AndTYPE 111111111111111!:111 �ill 1 ' -% o> _ Attgt ��s Operand Girt on MeadeO.Illnii Attachment To Garotte, By Others Section Thru Header Downspout dui is Wall Attachment IIIMINk ,Back Leg —""'---- Purl / Gori , 11%1N Pu }/ Cart PL 3 r6' sir x 6' —%� Clip PL 3/15' x 6' �� ` ' NIP' Framing Elevation r , ; • X,• i t . �* V10 �� \\I!)�Q'��• -o l000, t/2' Ii�1i1 x o' 6 Andra Bolts Zee A Field Cut Bend Dam cutter 8' 2' All Bolts ore 1/2" x 1' ria' 3' A307 M. Bolts 12 4 _._ Downspout Strap Spacing Lap Pattern _���___ "G" Lap Pattern ,S, 10'-0 O.C. Maximum EINE INE A z ori iJarrrD) Ire Field Cut and Field V Pop Rivet (T)p) H g Lap Detail 1 rye. Bend Cutler labs Into Bawl:mut Downspout io Eave Downspout GuHer Attachment 11/4 91/4 13 4 \ 1 3 4 Pulir /Gut Clip / Material Thickness: Drilling Point Capabilities Oliftel. For 3070 _ 3'-0 Fa 4070 4' 0 ------ - 0oor Jamb For 6070 6'-0 - r 3 16 PL 3/16' x 6" 4 ' Bar Provided Anchor Boll Plan Section At 3'-6 Girt Offset Canopy t Lap (Riet Pop Rival111 Down root Strap M� `, % Downspout Strap --. Rivet —.F` ice If Rel d t q) I 4i, iv, .500 312 Field Bend Down ile" Overflow Slot Detail i Field M!e!dMember Loo *it Dr Use Member Screws Aluminum Threshold 000/ Jam Tarp ars Tope Sed i %vout ` A i Detail a Door O Sane 11•:. Field Bend Angle 01) ri.stkil watt Doo "B % �(/VA /� i��5/OL.. e��/ �!/�i 4 — ,'i `. .250 110 I/i ////%/ T',lig r .. 098 % % /���� ///y/i/�//'//////i//� 5/�� i f3 — .. Al %/Y/ 1/ ////�/!'/�/%4 �///!/�� SVISFAYAY ..4 i///////illi///L ��/�/4Pop Point Type: '----.� t2 Bolts Unless Noted an Erection Drawings Type 1 Light Duty 010 (.035-.090) 112 (.035-.090) 1/4" (.035-.090 1118 (.035-.098) Type 2 Medium Duty #6 (.035-.098) #8 (,035-.100) #10 (,090-.110) #12 (.050-.140)1/4" Type 3 Medium Duty #8 (.100-.140) 110 (.110-.175) x'12 (.090-.210) (.110-.250) Type 4 yPr� Heavy Duty #12 (.145-.312) T 5 Heavy Duty (12 (.250-.500) L g 0 Pattern Lang t'-2 3/4' L Downspout w/ K1clwrrL Da r• w/ K'rrlrort Finish Flax / Extra Long 2'-5 3/4' X Super 31-1 3/4' a Gutter Lap Detail Al Base w/Swing-Cut Doo At Brace (iyp. Both Jambs} Lap Detail out Downs Detail p Self—Drilling Fasteners By—Pass Purlin / Girt Lap Details (Metallic) Personnel Doors (Walk Door_:cti .4 s s° Gilts i NS0006S NS0007A NS0009 NS0010 NS0020 NOTE: 1. Mese drawn S tae intended Po depict r r,_ dep general installation of items) described above. ,ane items) may have been omitted fa &wily of presentation. Consult }our erection m nual a additional . Sheets fa further guidelines and/or clankcations REVISIONS fandarc Dg NO DATE DES{�t9PTI0N BY q('D A 12/17/04 FOR PERMIT Customer: RUDE CONSTRUCTION, INC. End User BUILD#IG G Location. CARBONDALE, CO Det. By Chk By Date Scale N.T.S. Guiding ID Job Number 3305-220727 Sheet Kilter S-1 Issue A oLl PER ENCR. piS5AllCrc EAVE B/2 0N1FEAO ' CANOPY RAPIER CHANNEL 81115 A --�^ -t+ 12 'aoF Slope �� / (3) Fasllener 1%4'x- 14 x i /-• I - 12 Roo �� Slope #1B 1 1/4" Driller CEES Notice: A minimum of 1/4" space should be allowed from the sheet end to any surface. DEPTH FLANGE PROFILE GAGE LEFT RIGHT COUNTER 8 3 C 4 G G - 1 e th Code Profile Code )<ef j 8i hf End Punch 8 =$' C = Cee NP= No Holes 10 = 10` Gage Code G = Simple 1 1/4" Remove insulafiart from vinyl backing. Insulation must not be exposed to weather.vi ulotion Thickness N Fold a 12 = 12` 2 = 12 ga. S =Multi Hales Fgnge Code 3 = 13 ga. Gaunter 3 = 3 1/2" 4 = 14 ga. A numerical part 6 = 16 go number from 1 to 999 ZEES 1 ll ` 1. I/2 x 1 MACH. BCl iS(2) PRO,ECTION .,A'I y J BY-PASS -- 1 `sk Y.F. RAFTER 5/8" x 1 t/2' A325 Bars UNLESS Norm ON ERECTION DIE \ �� Ridge Tie A Line ,1 " I% fi DEPTH FLANGE PROFILE GAGE LEFT RIGHT COUNTER 18 3 Z 4 G G - 1 Steel Line Pulex Wall Panel _ Member Screw 12-14 x 1 1/4 " at 12" O.C. Anchor Not by BIdg.Mfg.2 1/4" Dia. Anchor (min.) 6O" O. C. (min.) not by Bldg Mfr Gage Cade Lounier A numerical pad 8 = 8' 2 12 art " 10 = iD9 3 = 13 ga. number from lo 999 12=12" 4=14 ga. 6 - 16 ga Flange Code EAVE CANOPY AT MAIN FRAME Ridge Tie W.P. Line Up Ridge Tie of Purlins Pre -Set to W.P. with Bottom 4' 4' 2 1/2' Left / RigLtt End Punch = 3 = 3 1/2" NP = No Holes (once) 0 = Simple Profile Code' S = Multi Holes 3 16 2 4at Hillside Washer Flat Washer Hex Nut •. Bad( Up Plate Hake Cable Brace f I Ar' Coble Brace f iEAVE `-r 1 ' Eye Bolt Web of FrameRT-08•., to Frame Connection SAVE STRUT CANOPY RAI-ILR L = Lon 2 =Zee 9 X = Extra Long Y = Simple Super Span STRUTS Roof slope 8" Perlin 10" Purlin 12" Purim cs ° Bose Angle Finished Floor 1/2 RT -08 A RT -l0 A RT -12 A •,, = ° •, DEPTH FLANGE PROFILE GAGE LEFT RIGHT COUNTER SLOPE 8 3 � 4 H H - 1 A 1 B RT -10 B RT -12 B \ - J ���//�' ,/� h jagpth Code Gage Cade Counter 2 -_ RT 08 0 RT 10 C RT 12 ( 8 = 8` = 12 0. A numerical ori 10 = 10" 4 = 14 go. number Prompt to 999 12 = 12" 6 = 16 ga. Slope Code SECTION A Base Angle Section 3 RT -08 D RT -10 D RT -12 D EAVE CANOPY FRAMING DETAIL Flange Code/ ht Left 4 RT -08 E RT --10 E RT -12 E nd 3= 3 3/8" lir No HolesE)nch A= 1/2:12 (once) B= 11:12 5=41/2"or5" H=Simple C= 212 =Old Multi Holes D= 3:12 Profile Code M Ridge Tie Installation J = New Multi Holes EL =Eave Low E = 4:12 EH = Eave High Cold Form Identification Note: Shop gelded Back Up Plate may be located of either side of the web. (if Regaled. By Design) w/o Ponel Recess w/o Base Trim NS0029 NS0053 NS00598 NS0062L NS0067A PROICTGN (+31 w/SOFL11 1'-3 Strut Spocer Strut Purlin Ridge Tie (Beyond) Bldg. Ridge (SYkdM.) Ridge ie T See u, NS59, NS59A o & NS596 L Knock - In (Ll x 1 KBA-XXXX t See Erection For marks For Bridging (1yp.) x 14Ga.) Dwgs �, a NOTE: 1/4 PRG ECTLON w o SOFFIT rPURLrI Cold Formed Steel Components Yield Strength = 57.0 I(.S.I. (Typ.) en eld cutting ting or rim, do not use ve sows or cutting) methods which eproducet hot metal particles bum the cutt edges. These methods will damage the paint and galvalume finish and void any warranties. Use double cut shears, nibblers or other cutting devices which do not produce hot metal partides or burned edges. 1 3/4" 1 3/4" SEE NS69 SCREMI AT FJ1CN IIEIiBER f WWI ".. Peak Purlins ggnock in L 1" x 1" x 14ga (KBA-XXXX) Eave Strut Bridging (BA-XXXX) Typical Unless Noted At Strut Purlin At Ridge Section Name pimensions Member Properties sr�pe D HI 82 Lip Go. Area Ix Ty Sx eff 8 Z 16 8 213 T1 911. 16 0.82.2 7.759 1.(381' 1.47 ARAKE RAGE RAKE ANGLE IIIk, IAA FRANC RAFTER 5/8' 0 1 1/4 A325 BOLTS �( 8 1 14 8 2's 218 .930 14 0.9/6 9.117 1.289 213/ Y 8 Z 13 11e Z`e .956 13 1.T85 11.095 1.577 2.724 Bl 8 1 iZ 8 21 23 .99U i1 T.465 1. b24 1.961 3.34/ L 10 x Z Z 1$ 10 2'8 2- .931J 14 1.116 15.642 1.290 1.858 10 x 2 1 13 TO 21 74 956 13 1.555 18.9.13 1.5/8 3 TZ/ D X and NS69B FORS DETAILS. HEAD TRIM NOTCH d /////�j///?, ////// / co ENDWALL Kan) FIIOWALL CO AN �, lU x 2 1 17 10 2'e 2� .990 12 1.613 13.185 1.9n8 4.586 EOE Strut Fastener f1B 1/4"-14 x 1 1/4' Driller w/o Washer \` Purlin `j 1.11.°11°.°1.1.11.... Knock -In Bridging L 1" x 1" x L I" x 1" x 14 Go. (KBA-XXXX g g (1( -XXXX) (K -)00(X)/ Low Side Eove Strut High Side Eave ig Eove Strut 14 Ga.ir Strut z e , ,I �" I., i ,L TU x 3 Z 15 10 31s 3 .9511 15 1.525 25.112 3.159 5.953 T GIRT } 8 Wall Sheeting ► / % / iu ' a o r (/// / / Wall f/ Sheeting 70 x S L 12 10 3b 338 .990 12 1.883 28.42/ 4.681 4.932 62} 17 1 14 12 3� , 338 .930 14 1.396 29.321 3.0/13 3.4/0 FLUSH GIRT ENDWALL W/ PURLIN EXTENSION 12 1 13 12 3 '31 956 13 1.695 35.515 3. /60 4./33 12 112 12 31x 3% .990 12 2.093 45./21 4.-682' 6.314 elE C1104 +3' w�`/ m.6 ya ares�cTlaN w/o SOFFIT PURIM 8x212C16 8 Zh 212 .1/3 -14 16 0.822 1.191 0.6/5 1.668 Y o . 8 x 212 C 14 8 2'2 212 .8t7{F 0.976 13 210 0,800 2.049 61 '8 x 212 C rz 6 212 Z.12 12 3 y6U 13.649 1.196 12 3412 L SCREW AT EACH MEMBE o " o , ` ° is c r 8 x 16 8 312 312�3 16 O:b 9..649 1.523 t (, 8 x 312 C 14 8 3'2 312 .8UU `T4 1 116 11.411 1.808 2.151 D X Step 1 Insert Tab into Slot Note: The bridging in the proper the bridging Knack puffin, skallation. = Bend Line must be inserted into as shown, and the tab Theprocess must to function as designed. -In Bridging InstallaticnSHEETED 9 9Double 1► • the bent be Step 2 Bend Tab 90 Degrees pre -punched slot co side ways for complete for �x 312,C 1Z 8 312 --3t2 .885 12 1.613 16.921 2.712 5.514 ,/ 1/4 Framed Opening, Width //� //1/4" I } RAKE ANGLE RAKE PAIN FRA11E RAFTER 10 x 312 C 1/ 1U S°2 312 .885 12 1.883 /8.456 2.912 4`361 12 x 312 C 12 12 312 312 .885 12 2.093 43. /5th 5.011 6 295 62 f, % / �! /// ANGLE *NOTE: DIMENSIONS wlu VARY MEN USED IN CONJUNCTION W/AN EAVE CANOPY 5/8' x 1 1/4 h A325 BOLTS (LANCE BRACE See: NS59 Dr NS59A Law 5` 0' Lave S'-0" �' 5'-0" r rave Strut 10'-0" 10"-0" 5'-0" Eave Strut 10'-0" L C ALL (R' REO'D) Eave Sluts 8 E.�. 1b 8 3 e 5 1.088 16 1.058 10.936 2.902 1.89U Y81 8 E.S. 14 8 3 e 5 1.114 14 1.256 12,924 3.44{1 2499 //////.� /////, 8 E.S. 12 8 3e 5 1.200 12 1.883 T9.143-5.142 4.001 C GIRT GIRT 8 1/4 C-310 25-0" 25-0' / d - '� WALL OPEN ���ls�1ir�4 ����,00 Rer,,IIt- °.•••••,•,Q ,3> �+ (:).°' •.• '( `a-11� ° <c:. 1 -' `' ut ' E.S.14 10 35 5 1.314 14 1.396 21.670 3.697 3.161 10 E.S. 12 10 di 5 1.200 12 2.093 32.195 5.53/ 5.458 D X BY-PASS GIRT ENDWALL W/ PURUN EXTENSION End Ba y - Knock In Bridging Interior Ba y Layout / 12 L.5.14 12 3 5 1.114 14 1.556 33.201 3901 3.815 L 12 E.S. 12 12 38 5 1.200 12 2.303 49.422 5.855 7.067 _ NOTE: ALL CONN. BOLTS ARE 1/2' x r MACH. BOLTS UNLESS NOTED PURLIN EXTENSION FRAMING DETAILS (FAIN FRAME ENDWALL) B2 Supe Roof - 25' Bays Standing Seam Roof -ti THREE SIDED FRAME 77 ` (For Roof Slopes Below 3:1 Z p } NS0033 NS0059 NS0059D NS0067 NS0069#'�• �v' 1 �� NOTE:NO. 1 These trawngs ore mended to depict general installation of item(s) descr�bed oho*. Sarre item(s) may hare been emitted !or clarity of presentation. Consult your foetal mmuol or axiditimol S -Sheets for krther guidelines oral/e' darificolions. REVISIONS44A,'w4. StanC ard Deta a� I I DATE DESCRIPTION BY Cx'D A 11//7/04 FOR PERMIT 'Customer: RUDD CONSrROCDON, INC. End User BLIN.DNG 0 Locatiar: CARBONDALE, CO Det. By Chk By Date Scale N.T.S. Buidng 10 Job Number 3305-220727 Sheet Number 5-2 Issue A 1/8' Y 3/16° POP RIVET. 11111 TRIM BFL$50 P41 iFIELD CUT PANEL TO FiT INSIDE HEAD TRIM BFL850 ' - FIELD CUT PANEL TO OPENING WIDTH HERE ALONG JAMB. ,4U ELD CUT 1/8" x 1 3/4" SLOT IN PANEL AND SLIP OVER HEAD TRIM. USE URETHANE SEALANT TO SEAL PANEL TO TRIM. 1/8° X 3/16" POP RIVET. FIELD CUT PANEL TO FIT INSIDE HEAD TRIM BF1850 FIELD CUT PANEL TO OPENING WIDTH HERE ALONG JAMB. HEAD TRIM BFL850- 1 3/4° OPENING WIDTH + [8' PBR JAMB AND HEAD TRIM DETAILS NS0069A DOOR HEADER EAVE STRUT 1/2' 41 DOOR WIDTH (2) IEMBER SCREWS (PAIN) DOOR AMIE (SM) (12X2X14Ga) DOOR JAW FRAMED OPENING JAMB BRACE DETAIL NS0075 LAVE GUTTER (BFL46) (14) PDP RIVETS (2) BEADS TUBE SEAL. (421 NOTE: 2" MIN. LAP LOW SIDE EAVE TRIM 0158) (6) POP RIVETS NOTE: 2" MIN. LAP (2) BEADS TUBE SEAL (13") RAKE TRIM (BFL5D) (7) POP k14ETs NOTE: 2' MIN LAP (3) STITCH SCREWS (2) KADS TUBE SEN. (18') HIGH SIDE JAILT,RIN (0FL54) (7) POP RIVETS (2) BEADS TUBE SEAL. (14') NOTE: 2" U&& LAP METALLIC TRIM LAPS NS0080 Locate the Gutter End Cap 1 l/2' Iran the end o1 the Gutter. Apply one bead of Tube Sealant between the End Cap surface and the Gutter. Attach the End Ccp to the Gutter using (14) 1/8' Pop Rivets Check to mace Sarre at edges are seated with rube Sealant Insert the Cutler No the Rake Tran. Nig) the mitered edges and attach to the Rake Trim with 1/8' Pop Rivets. Gutter to Rake Miter Detail (Metallic) NS0084 CO 0 74 (4) 1/2'0 x A307 Bolts 5-0 0.C. Mao. 1" - Strut Spacer Strut Purlin Bay Strut Purlin Fastener #12xt1/4S0 (3 Regal) a' Strut Purlin Stmt Pullin Strut Spacer (See Chart) Section A Strut Purlin (interior) NS0087 Fastener 12x11/4SD 3 Req'd) Purlin Mark i" SS8-6 10" 558-8 12 S58-10 TO MAKE TAB ON BACK LEG. STEP "1" BEND LINE JAMB TRIM BFL22- FOLD TAB DOWN 90' TO FORM -BEND LINE FLAT SURFACE. HEAD TRIM BFL80- 1/8" x 3/16° POP RIVET 1/2° FROM END FINISHED CUT STE FOLDED TAB IN PLACE —JAMB TRIM BFL22- FINISHED VIEW PBR JAMB AND HEAD TRIM DETAILS NS0069B BRACE ANGLE (SAI) (L2X2X14 Go) Ar JAIL TO EAVE STRUT LOCATIONS ONLY EA( STRUT (2) MEMBER SCREWS (PLAN) (2} NEWER SCREWS (PLAIN) i— PURIM FRAMED OPENING JAMB BRACE ANGLE DETAIL NS0076 [AVE TRIM (SIMPLE) (BFLI9) (2) POP RIVETS NOTE: 2" MIN. LAP (2) BEADS TUBE /AL (9') PANEL CAP TRIM (BFL271) (2) POP RIVETS — (2) BEADS TUBE 11 SEAL (10°) NOTE 2' WIN LAP CORNER TRW (811.830) (4) POP RIVETS NOTE: 2" MN LAP TIE-IN TRIM (BFL195) (3) STITCH SCREWS NOTE: 2' MIN. LAP (2) POP RIVETS -- - (2) BEADS TUBE SEAL (28') ROOF CONVERSION TRIM (BFL852) NOTE- 2' MN. LAP TERMINATION TRIM (BFL117-122) (6) STITCH SCREWS (2) BEADS TUBE SEAL (20') NOTE: 2' MIN. LAP NS0081 NOTE: 1. These (Smogs ace inlended to depict generd installation of item(s) descrtred above Same item(s) may have been omitted for daily of presentaboa. Consult yrxnr erectim manual a additional S—Sheets fa hither guidelines aidfor dorilcetians EAVE, CORNER, & TIE—IN TRIM LAPS (4) 1/2"0 x A307 Bolts 5'-0 0 Strut Spacer SSL -10 * SSL -12 * Strut Puffin E a Bay [ave 51rut Roof Slope A 1/2 B 2 3 4 Fastener, #12 x 1 1/4 SD\ (3 Req'd) NS0085 See Erection Drawn95 Section A Strut Purlin (Low Eave) RrNSiONS Fastener 12 x 1 1/4 SD (3 Req'd) NO. DATE DESCRIPTION Y CK'D A 2/17/04 FOR PERMIT Purim of Ratter NS0099 fid 'AM IA VA PI WirAl P rAl4 Man Frame Rafter Section A 3/16 3/16' 3 — ,00 Ic '1 �Qy U.,51;, Purlin Anti—Rol Clip (at Built-up/Hot-Rolled Rafter) Standard Details Customer: RLDD CONSTRUCTION, INC. End User. BtALDNG G Location: CARBONDALE, CO Det. By k By Dole Sco1e N.T.S. X10 Job Number 3305-220727 Sheet Nurrt>er S-3 Issue 8" 7" Main Frame Column 2 1/2" Refer to the Iet;hnicd lnstallatlon Fastener j 4 Information 1afUah for the instdlotion 12 X 1 1/4° # 14 x 7/8" Lap Tek at 12 O.C. �� Gutter BFL3 Eave Cover of r--' the Roof Panel at the Save. r �`_,. Ultrn4 D�kolor (vaDoub Panel Eave Channel -_ Fastener #14 1/8" x 3/16" Pop Rivet al 12" 0.C. Self Drilling Fasteners Girt Endwall rr i1/1 , V V o 0 o 0 0 fh 0 Q i U i 8" Girt ".■.�� - 3" Nested lee — rn 1/4" Sidewall 1'-3" 8" - 8FL574 10" = 8FL575 Eave Canopy Projection p = 1/2" x 1" A307 Bolt ® = Open Hale Corner Detail at Main Frame Endwall 2 BOLT FLUSH GIRT 12" = 8FL576 Eave Canopy Low Eave Detail 3" SS Roof - Low - Gutter 8" By-pass Sidewall / 8" Flush Endwall NS0121 NS0262 NS0513 13/4" B x 1 1 /4" Shop welded A G.t Clip2 Self Drilling Fasteners Cournns shown is hot roiled in �� de it Up o i only. They may be Bait Up a Cold Form also. ; ���� r 7" Nested Zee 0 vTf/f//T777//7/T/71 /:e' ����0 El M yr 2 BOLT FLUSH GIRT CONNECTION Building Girt II • O 0 • c 2 Z #12 X 1 1/4" Sett Drilling Fasteners HOTS USE 1/2" DIA 8 1' A307 1301.15 AS SHOW nonle Coiann A B 2 Bolt Clip 2 Bolt Clip ato 8' t4) 2' 4 1/8• 5C-3 SC -16 up to 10" 3" 51/8" SC -56 SC -72 i 13/4" up to 12" 4' 6 1/8" SC -57 SC -73 g gmv NWII Girt Cutbac Endwall • Q • © 0o G om A Girl CIO l�•i■ Sidewoll in ung Frame Set Back tr 7" Nested Zee Mill MI COLUMN II IIINIM=.1 ill MAIN FRAME CORNER 4 BOLT FLUSH GIRT CONNECTION NO USE 1/2' DIA. 8 I' A307 BOLTS AS slim SIDEWALL or ENDWALL INTERIOR FLUSH GIRT CONNECTION DETAIL NS0125 NS0264 c..7\\, NOTE: 1, These drawings are intended to depict general nstdlation of item(s) described above. Sane items) may bore been omitted for clarity of presentation. Consult your erection manual or additional S-Sheeks for further guidelines and/ur 'Iodations. REVISIONS Stancard De __ airs NO. DATE DESCI PTION BY CICO A 12/17/04 FOR PERMIT Customer. RUDD CONSTRUICTION, INC. End User BULLING G _ u Locotian: CARBOh[1AWE, CO Det. By Chk By Date Scale N.T.S. Buirina 0 Job Number 3305-220727 Sheet Number S-4 Issue A THEODORE K GUY ASSOCIATES PC ARCHITECTS ANC1 STRUCTURAL ENGINEERS January 3, 2005 To Whom it May Concern: RE: 15,000 sf Building at Cattle Creek Center We have revised the original Cattle Creek Commercial foundation plans for a new 15,000 sf metal building to be built at the Cattle Creek Center. The new building will be 120 feet x 125 feet. This is the same standard bay spacing as the original building. The structural is designed in accordance with the 2003 1 C. The footings have been increased in size for a maximum allowable soil bearing pressure of 1500 psf in accordance with the recommendations contained in the HP Geotech letter dated February 11, 2002. Accordingly, the interior full bay footing pads will be 7'6" x 7'6" x 1'4" with #5 rebar at S" oc each way. The exterior full bay footing pads will be 5'0" x 5'0" x 1'4" with #5 rebar at 8" oc each way, The perimeter footing pads with a half bay of load will be 5'6" x 5'6" x 1`4" with #5 rebar at 8" oc each way. The exterior corner columns with a half bay of load will be 4'0" x 4'0" x 1'0' with #5 rebar at 12" oc each way. Ali exterior footings shall have a minimum frost cover of 3'0". Please do not hesitate to call if you have any questions. Sincerely ,Yours, ./;// Theodore K. Guy, President, AIA, PE TIdEODORE K GUY ASSOCIATES PC TKG/bfs 04504 L2 • • • • enrisaimaamilemmuiramilrirlIMINIMMINNISMUO iNIMOK cerlor-c -, A> 5011— 13.CAg. Nal 1 yr I NTe .Iog PAP 14/4-P5 I~.k,J.1,AT (I F ON C48.f3 {.--5) 7=crira t lr4Y:iFON CLkT') CC"C.• • l- f' 1 414E leo.. 14tY 1 r Ptir I -F -R f9 P 40"45 P4.1.4M' (IF ok corti.e.tIvyea, iv 1-114 - rk.i.JAY I(1 F t t- . F 17" Bgi.bl,..l 71-1RF e+alrr ) ISE ST 4 'S 9,2_2-1>=1 A - `'I' -W Vt (0." X ltl-'.1 t / u—SA-R } i3" c s,u). ick -ES stin as Fj — xTFr 2�r 1! t� �4`Y G•R r�5 S ' �p"X liFt; — zpkia, �v ¢ C� r� i✓R Gar`s , Itt 44`f , ,c)3/40. , E ,1A31 LL x T t p r2 fel NYl I F 2 t'5r t� Y J I .54041 MIt�JI" I�ol•�l 0 FI'N t H CSF 7-'01,111/4.iP4:1161\i IV -71LO +0X ?o% Thor& THEODORE K GUY ASSOCIATES PC. ARCHITECTS AND STpdUCTUR•4L ENGINEER P.O. SOX 144 2$2B4 TND Kis/MeBROAD S .ZM-T CAW:W.)470 PrOA(GR1O) 4816 Hitk.4 4,147 1-724q NOTE: THEODORE K. GUY ASSOCIATES PC HAS BEEN RETAINED TO DESIGN THE FOUND- ATION SYSTEM ONLY. A5 INDICATED HEREIN. ALL OTHER STRUCTURAL DESIGN, INCLUDING ROOF AND FLOOR FRAMING, ARE THE RESPONSIBILITY OF OTHERS, NOTE: PLAGE VERTICAL CONSTRUCTION CONTROL JOINTS a 1/4.1/3 SPAN OF GRAPE BEAM FROM CL OF PAI?. RUN ALL HORIZONTAL REINF. CONTINUOUS THROUGH JOINTS. NQTE: GJ - INDICATES CONTROL JOINT, INI,ICATES C.ONSTRUCTIO1 CONTROL .JOINT, SEE PETAL 5/S2, NOT. BUILDER TO COORDINATE DIMaN5IQN5 4 ANCHOR BOLT LAYOUT MTH AMERICAN *T!^ BUILDING GO. 17RAI^iIN60. - ANOALi. e41 PO MP14- >r . F � TO FOtLOY T; PL y ANL THEPk.NET .. W 4.XP4 l+ikiG#4 _PIR I OJT £ &' Flai._ REANOg' TC3 O$T 111€PJi3R. F L# OY4 & dr?ANC$ QP 1. I I TW l PELT TO •04:Y Aierrour a• Ogt C#044.444*. ("ivy( CATTLE GREEK ; _y COMMERCIAL :. L454' 4 .rrtP. 4.5 > wE x J i37 ,c. Ar PA•z,r1N rocc "7-L-1\ IL }1� • •• ED. . r 'rcr 1.5Li1 5E E i'LAN _4111 NAL SEE PtAN 5E E T.r.1131512, rca FI$7 v1ALi d REINFORCI•G sp••♦_. ti . -ia o t. •e PAP FO,DTIKIci i N. T• 5, ••,:*;, . THRESHOLD DETAIL 3/4" = 1-0" 14 6 I is U - .i~ To-1rFzOUHD A. i trrt -r. LA1AL:L PSR -H - MN) Go,.ic fr" -rr--145.1014 TI es--mi-it J1- lig ,, 111i.1 ZA �c.JCF- A L ' -r T11� L.JALL E41 F. NOT f' -Li E rtr_ P1} f r r ' a., -V.v.q^{� FI EK/ TEN6io ri F 1V N,T, S, TS. Tf E... SE. X. • . 1�N 1 %.i. • G�h1T'�L_ AN Nott c L r' rec.. MF -t£.E !•IFP. F % L..4Y 11cN. . t -• e • ;' rsti W.,"1 -- S 5YIU _ .�_. �x 0• G . (L^. -. TE -JD tOi-1F L 1p" 1-110,4 5 )4/Li `f-;-059coP11F,�.4, =FIz. • Y Y:. R Y - PLAN 01:1.10t\i/ti--INTFN ioN ¶t CnNSTgt;C"lpt1 Z-0141-r--01- -.)0; 0NT 1-•Ja; Co'I X f E-" lJ1k.. '�%hir>IPa� TI Cat . TEN51c N4 TI>� Wit'{"=•G'-p„ PLASTIC INSERT OR SAW CUT ONCE AGGREGATE IS NOT DISLODGED BUT BEFORE SNNRINKAGE CRACKS OCCURS 116' RUN REINF. TI IRU JJT (4„/)) // s7 J f/ r r r s 7 r s/ rr T. .r r 1 1 ♦ \ • 1,. 4 4\ 4 4 4 4 4 4 4\ 4 -..• 7...• / t ‘,..,....•... t r / /, •.. .N. ... . / / ! l /...,,,,,./......•,•• i r t CON fmOL JOJNI tet- FORM FIRST POUR[wrsi fro KEY .' tL} _I1 OIL FACE TO PREVENT BONDING OF SECOND POUR STOP PEINF JNT 4f 4,h'4N. / •' • N a J ♦ I / r / 2 1/2 \44 ♦.4 4 ♦ 4 / > / 4 .` 4 ..... 4 N. \ 4 • • t r r.+ • 44 CONSTFUC11ON CONIIROI JOINT 3-�'c ofNT5 1/2a'„-1 =0 31/4 prSiGN LIVE QAQ 1. SNOri 45 2. RESIDENTIAL 40 PSF 6ENERAi.• NOTES 5. roc:). E3A610 riNP SPEED D5 MPH EXPOSURE 4. SEISMIC ZONE 1 3 1. -1::PNIff,ORM13M-171Nes-CAZIP 2. AGI BUILDING CODE (AGI 318-&9) G�•� 5. AiSG STEEL CONSTRUCTION MANUAL ('itkl Edition) 4. AMC T1ME3Et CONSTRu -110N MANUAL (.4-th Edition) EQSDATIC2N BUILDING TO DC FOUNDED ON SPREAD FOOTINGS DESIGNED FC7R A MAXIMLJ1ri ALLOY d3LE SOL BEARING PRESSURE OF 4000 PSFIF ON CODDLES AND 1500 PSF 1F ON CLAYS. SPREAP P0OT1N6s MUST BEAR ON UNDISTURBED NATURAL SOILS PER HEFYIORTT-I PAYtii< GEOTECHNICAL. SEE SOIL ✓ INVEST1bATlON REPORT BY HEPYVORTH PAiNLIK &EPTEGHNIGAL.. 6L.ENYY4001' SPRINGS. COLORADO. FoR AD )ITiONAL SOIL DATA AND CONSTRUCTION RECUIRE-A NTS, A REPRESENTATIVE OF THE SOILS ENGINEER SHOULD OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO CONCRETE PLACEMENT TO EVALUATE DEARING CONDITIONS. PROVIDE FOUNDATION DRAIN AND DEY1ATE JNG AS RECOMMENDED BY THE SOILS ENGINEER._ -N1 r CONCRETE HAS BEEN DESIGNE-D AND SHALL 13E GON5TR1,KGTED IN. ACCORDANCE WITH THE AMERICAN GONGRET'E 1NETITUTE BUILDING CODE (AGI 513-t,'1.) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH QF 5000 PSI IN 25, DAYS. MECHANICALLY VIBRATE ALL CONCRETE Y -lEN PLACED EXCEPT SLAGS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAYI GUT) AT MAX. 20'-0" O.G. EACH Y'AY UNLET SHG»*L OTHERY'IiSE ON PLAN. REINFORCING BARS SHALL. BE ASTM A615 - GRADE S0. NO SPLICES OF REINFORC:IN6 SHALL BE MADE AND NO "EWING OF REINFORCING 5NALL DE PERMITTED EXCEPT A5 DET'AJLED OR ALJTHCJRIZE© #3Y THE STRUCTURAL ENGINEER. LAP SPLICES. YVHERE PERMITTED SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPAGtN& ARGUNP ALL C:O .NESS. PROVIDE 2 - *5 BARS NTH A MINIMUM OF 2'-0' PROJECTION BEYOND THE S'D 5 OF ALL OPENINGS IN FNALLS. BAMS AND SLABS. PROVIDE ALL ACC SC>rIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS ON THE PLANS. ?MELDED INRE FABRIC SHALL GONFOr - TO ASTM AIDS. LAP WIRE FABRIC- REINFORCEMENT ONE FULL MESH PLUS 2' AT SIDES ANP ENPS AND I RE TOGETHER. ANCHOR. BOLT FOR BEAM AND COLUMN BEARING PLATES SI-IALL CONFORM TO AST -1 A501 AND BE PLACED YrITH S..1I!NG TEMPLATES. E. THE ARCHITECT MUST AUTHORIZE ALL CJ`JBSTITVTI0N5. 5JC-.H ,N THORIZAT1ON DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE YVITH THE PR.APNINGS AND SPEC.IFiOATIONS. F. GCJdRDlNATI ALL OPENINGS THROUGH FLOORS, YVALLS AND ROOFS YVITH THE MEGHANIGAL AND ELECTRICAL CONTRACTORS. 6. DO NOT BACKFILL AGAINST MALLS UNTIL FLOOR AND ROOF SYSTD' BRACING THOSE r1ALL6 ARE IN PLACE. H. CONSTRUCTION .1A1ti'<IALS SHALL BE SPREAD OJT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALT_ NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE F00T. THE CONTRACT STRUCTURAL DFU•rtNGS ANP SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY -PO NOT INDICATE TUE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE. BUT NOT BE LIMITED TO, BRACING. SHORING FGR LOADS DUE TO CONSTRUCTION ECHUIPMENT• ETC. OBSCRVATION VISITS TO THE 511E BY THE STRUCTURA.. ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ADO'JE ITEMS NOR NU- THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS. METHODS, TECHNIQUES, SEO)ENGES FOR PROCEDURE OF G©NsrRUCTON. OR T1 -IE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT n-1ERET0. =14590 SN WA T H A.fl 3 Lo 4Tir 4a2L+f(Z.. cft:L:fe,l11t,S> J M1P-1-I>- T t'er F ire• 4+ ►' 4UF . GcW[. j V:0µ Tie Ma ? AMC -4°x- cr T Fa- F- r Carti`c. LAI:- �I.1)5l.-=� .4 j. y1l+L�w. 11-41-1 17-- C7 r i q -t �L[Gi n111 -'1'C i•,tGS 64M le..41-1 TYF, Gr DP •� 'ch'� 2 IG 30' tit i .37 LAP SP1 -G. rl4N- .xYEND DA I-- 30' M I k1. -fl'1. (NIT PAP ISSUED & -'o '01 DRAWN .w Tk F-CIPORE K C�UY A53GGIATEe cC' ARG1411FGT5 ANP STRUCTURAL ENGIN[:ERS P.O. SOX 1640 33380 T'KO FIVERS FOOS, 5_4.0411,1.T GOLGAN= 8163 p4.01•1e (990) 939-5161 'AX 1990) 901-4519 CATTLE CREEK COMMERCIAL OF • metallic building company December 29, 2004 Rudd Construction 132 Park Ave. Basalt, CO 81621 Subject: 120 x 125 Steel Building,Bldg G, Garfield County, CO Metallic Job No. 220727 Gentlemen: This is to confirm our review of the subject steel building as originally designed by Metallic under the provisions of the 97 UBC. The structure was designed for a roof snow load of 40 psf and will comply with the uniform roof snow provisions of the 2003 International Building Code (IBC). The structure as designed will reasonably comply with the wind and seismic provisions of the IBC. If there are further concerns please call. Very truly yours, Robert Hoekstra, P.E. Engineering Manager 'libp,00 REG/ IIs ....... t ON, 00 S. HO? (4;1• °O e �m�2�2�(� . *s (}7j s °1VAL 44' to � V � ko 1+3 a V b -1illC go Po a • 4 91 x- • > - aC 0 tituD O 00 co tN �".. 0 N 31,38 A9 O3M3ali3 F N LZO'L260L6 X[�d 4OILDfRLLS JOD QQIkI _ __. I J_.-_,.. 1 I -- ' .- ; ' } -- ..--..t 1 ' , i ' _.........„ • --_-71--_ . -E,._. ._t_.... d ! ... ..L.._...1-» 1 -.i 1 1 i I3 / ] . , �..... ; -4- .. a.. -T— a z _ - -g- -f f II I ' ' I 1. 1 ___ ... _..., — . _--I-4 TI , t t [ i I. [ 1 ! _ -- .�.____ ; ' -•-- - �_ _ , 1 — �_._. f • - fi _.�; _.4..__ _-1 __ _ ..._._ a ` .,---r--.,---r---r }. ' I{ ; _...., _I:.,.... ;, 1. 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ALLOW - 18000 ( 4 30', 50% INCREA5A,LOW t2) OT -VR OCCUPANCE5 WAY PtRMI1tt2 12tPN2ING ON n15T?I6U110N MIXF2 U5;5, VERIFY PRIOR TO LA51\6,- - INT;RIOR LIGHTING TO PROV122 I3Y CNANr5 - I:NANf 5PAa To % NEA -1-52 WIr- nIRCT V%f OVM-EAI2 GA5 UNIT H Af R5- s k° A's 44 ifirs-f. _0" - NOT WAr:R 1-EATR5 r0 fCRIC - CO\5imC110\ I"0 COMPLY WIT -19h UPC 0C1 ltd Ric Srsz Qms: F3bt � � n Sic 24)ap ter z MC r ?at/ -=•R C, irr�yiyy��yyiyyyi�►►► - ► .. s III�III►f�i� ► 10 .A, v Sc 7(9' 5" 5000 P51 CONCRETE 51..A3, MIN. PEP PLAN CONE 1E FOOTING ANP PAP5 SEE ENGINEEITP PLAN FOR 5IZE AND P.EINFOPCENWNT METAL ROOF PER METAL PULPING MANLFACTUTF STEEL PU�.INS, RAFTERS, ANP f3EAM5 PEP METAL (3UILPING MANUFACTI.P ENGINEEREW PLAN5 TO 6E 5U3MITTEn FOR APPROVAL PRIOP TO E 2EC110N R-30 CLASS III FLAME 5PP1AP VINYL CLAP INSULATION 6UrTER5 & POWN5POUT5 TO PRAIN AWAY FROM 13LLG, PEP 50L5 REPOPr METAL 5IPING FROM METAL PULPING MANLFACIUER STEEL COLUMN5, DEAM5, ANP 511175 PER ENGINEEEPEP -- PLANS FROM NuTAL PULPING MANIFACTLER TO 13E PROVIPWW FOP APPPOVAL PRIOR TO EPirCTON P 19 CLA55 111 FLAME 5PFAn VINYL CLAP IN5U.ATION 1111 -'II I- 1 -III - _III= .. I 11-1 I I-111-1 I1 111 I =1 11=1 11=1 111 111 111 I III I I I-III-IIIIT-IIIIII-I � I-III=1 ISI=1�I. -1 SEE ENGINEEPEP PLAN FOR I { I PErALL5° 0 FOtWWAt11G I I I 111 I I1 WALLS, COLUMNS ANP PIER _111=1 �I i -III: =111-1 111=111- =11� 111=111- 111,; rvr CAL 56-110\ 1.0.WALL -116' - 0" T.O,WALL ANn SLATS -100' - 0" D. 0. FOOTING - 96' - 6" /21 -11-01I tb_ v� 0 CD GAFFIf2 COUNTY APP}ZOVW 6Y z O L v 200 0 200 400 800 Scale in Feet LOCATION MAP NOTES: • • • NN ' --`.w_-- NSTALL 12" NOMINAL RIPRAP ALONG SLOPE • • 1 7 r /Atd INSTALL BOLLARDS AROUND WELL OR CAP & BURY 014 Nom_ • TOP OF ` \ SURVEYED BANK $r 7 \ / / NSTALL 12" NOMINAL RIPRAP ALONG SLOPE a 0 THE CENTRAL VALLEY PAN SHALL BE 4' WIDE WITH A 2" DROP FROM EDGE TO CENTER. MINIMUM THICKNESS AT CENTER: 4". MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH: 4000 PSI. 0.5% "stir FL = XX.XX LEGEND PROPOSED CHIP/SEAL PAVEMENT PROPOSED DRAINAGE DIRECTION PROPOSED CONCRETE VALLEY PAN PROPOSED FLOWLINE ELEVATION EP = XX. XX PROPOSED EDGE OF PAVEMENT ELEVATION 40 0 40 80 120 Scale in Feet N N NSTALL DRYWELL OR CATCH BASIN AT LOW POINT AND DRAIN PIP TO DAYLIGHT 21' W/ 8" RETAINING W N FL=21.44' (EX) L» "/' �t E2�, �jocn OF BEi CHMA.RK ©_ EOTTo>vi `�F; STCivt ,1 EXISBNG. HQ USE 8024' 65''` FL=22.14' (Ex) 42' CHIPSEAL WITH 2' GRAVEL SHOULDER (TYP.) N P=23.21' REV NO. DATE REVISION MADE BY CHKD BY APPD BY SITE & DRAINAGE PLAN -BUILDINGS E,F,G,H & 1- /\<\ SCALE: NOTED DATE: October 19, 2004 SHEET 1 OF 4 DRAWN BY: DJW CHKD BY: TPB APPD BY: TAZ PLAN NO. bldgsE—F—G—H—I.dwg / / ,sT / /6020' 4 / / 6621 6022/ Cattle Creek Commercial Center Wayne Rudd ZANCANELLA AND ASSOC/A TES, /NC ENG/NEER/NC CONSUL TANTS POST OFFICE BOX 1908 — 1005 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5700 • • \ SHEET NO. it 1 11 Il PROJECT: 97404.01 07000's\97404 Rudd, Wayne\97404.01 Cattle Creek\2004\dwg\bldgs-E-F-G-H-I.dwg, Parking & Utility Plan, 10/26/2004 1:30:00 PM PARKING & TRAFFIC FLOW PLAN 40 0 40 80 120 Scale in Feet NOTES: 1. WATER SERVICE LINES SHALL BE EAGLE NSF PURE—CORE 200 PSI. 2. EACH BUILDING SHALL HAVE A 1" WATER SERVICE 3. SEE SHEETS 3&4 FOR SANITARY SEWER AND WATER CROSSING NOTES. MA. JR At��"EREEK t 6014 Co 85.2' SETBACK FROM CREEK & SURFACE WATERS / 0V 1 20' FROM / TOP OF ,, BANK WETLAND BOUNDARY PER WRIGHT WATER ENGINEERING INSTALL CLEANOUT AT BUILDINGS, EVERY 100 LF AN AT ALL BENDS TEES IN SE MAIN (TYP \N \N TAP EXISTING MAIN AND INSTALL 2" MAIN N EXTENSION WITH VALVE NOTE: INSTALL 1000—GALLON SEPTIC TANK FOR ALL BUILDINGS. TANKS SH BE 5' MIN. FROM BUILDINGS ,aF / TAP EXISTING MAIN AND INSTALL 1" SERVICE WITH SHUTOFF VALVE 6" PVC STUBS WITH CLEANOUTS FOR FUTURE BUILDINGS INSTALL 1500—GALLON TANK WITHOUT A BAFFLE AND AN ORENCO BIOTUBE DOSING PUMP SYSTEM OR SIPHON AS NECESSARY R�gz PR34 A M� TO 4N\ 621 /WETLAND BOUNDARY PER WRIGHT WATER ENGINEERING TOP OF SURVEYED BANK / Qfy $4`egt Ste- R�a1,Jra rrt t�w5 mpg Ste- tkoolt 30.0' WATERLINE, ACCESS AND IRRIGATION EASEMENT 12' MIN. FROM TOP OF BANK / NNtN oe 6022/ NOTE: X21 FIELD #2 SHAL % 142.8' MIN. FRO AN SURFACE WATERS 20' MIN. FROM TOP OF BANK WATER AND SEWER PLAN 40 0 40 80 120 Scale in Feet REV DATE N0. REVISION MADE CHKD APPD BY BY BY PARKING & TRAFFIC FLOW --!LAN WATER AND SEWER PLA -BUILDINGS E,F,G,H & I - SCALE: NOTED DATE: October 19, 2004 SHEET 2 OF 4 DRAWN BY: DJW CHKD BY: TPB APPD BY: TAZ PLAN NO. bldgsE—F—G—H—I.dwg Cattle Creek Commercial Center Wayne Rudd‘btt }I ZANCANELLA AND ASSOC/A TES, /NC. t) ENG/NEER/NG CONSULTANTS t POST OFFICE BOX 1908 — 1005 COOPER AVENUE (, fl .pOOJECT: GLENWOOD SPRINGS. COLORADO 81602 (970) 945-5700 SHEET NO. 44, 426 97404.01 BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED, APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC BUILDING COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION, (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) DESIGN OF GUTTER AND 'DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE. PRODUCT CERTIFICATIONS METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBG REPORT NO. FA -337 2. SBCCI COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 200231-M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1604) 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC -34 APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RICHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE" AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" 8 NATIONAL BUILDING CODE OF CANADA. MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM -A529 OR A-572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46.000 psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM -A36 OR A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM -A570 OR A607 GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE W1T8'L.AZ ECIFICATIONS. CABLE UTILIZED FOR BRACING LONEORMS-TO ASTM A475. -•- - UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. --_ TRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE 1MTH 'TURN -OF -NUT' METHOD AS DESCRIBED IN TH SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. EXCE2I BOLTS FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMAN'CE`REOU4REMENTS OF TTP -63&. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OE THE CONTRACTOR, NLESS STIPULATED OTHERWISE IN THE CONTRACT, METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY STRUCTURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL TO OR GREATER THAN 33,000 PSI SHALL BE IDENTIFIED B MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. (THIS IS IN ACCORDANCE TO THE 1997 UBC SECTION 2203, SUB -SECTION 2203.2 AND 2203.3.) SAFETY COMMITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. RAIN FALL INTENSITY 15 EQUAL TO 4 INCHES PER HOUR FOR A 5 MIN DURATION (5 YEAR MEAN RECURRENCE) 25% ROOF SNOW LOAD HAS BEEN UTIUZED FOR DETERMINATION OF SEISMIC DESIGN FORCES. •u SUBJECT T() NOTE E, #XCEPT'K Ns 8t1NSt> xr'711{. Gf .FIELD C=OUNr..L BiUILDING DEPAR MEN", mate /1j`a5 Ely... FIELD COPY 4O INSPECTON r NESE PRAM: ON 1', BUILDING DESCRIPTION: ENDWALL FRAME TYPE - BASIC SIZE. WIDTH LENGTH FEIGIT ROOF PFTCH LEFT RIGHT BLDG. 'A' M51 -120'-O 125'-0 ta'-o E.H. 2:12 NON -EXP. MAIN FRAME NON -EXP MAIN FRAME WARNING: IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER, BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN-OFF FROM COPPER FLASHING, 'WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. BASE CONDITION: SHEETING: BLANKET TYPE INSULATION: NO SHEETING RECESS 24 Go " 'ULTRA-DEK' / IBD ROOF NONE 0 BY MANUFACTURER 0 BY OTHERS 0 ROOF © WALL L] UL -25n W/ Ba.E ANGLE / TRIN 26 Gr 'PBR' / TBD wAW3. SELF DRILLING SCREWS k ZINC CAPPED TAPE SEAL '1 TRIM: (1/8' POP RIVETS AT SPLICES) MEMBER ROOF( ) STITCH ROOF( of ANCHOR BOLTS 3/8'1= 26 Ge IBD RAKE MEMBER WALL( 12-14 x 14 ) STITCH WALL( j 14 x ; ) 1' U 26 Ge TBD CAW RAKE TO ROOF: k1 RAKE 10 WALL: STITCH WARRANTIES 26 Ga TBD GUIILR GUTTER TO ROOF: FP GUTTER STRAPS: 5111CH U.L '90 NO 26 Go DOWNS, CORNER TRIM: STITCH I RAKE ANGLE: F+ BY OTHERS I x I BY BUILDING MANUFACTURER I 1 20 YR ROOF NO 26 W CORNER ADDITIONAL FEATURES: " REFER TO 'Lk RA-DEK' IONLW„ W/ HIGH FLOATING CUPS 20 YR WALL No 26 G TBD ACCESS. 3/8' - 5/8" THERMAL BLOCKS (BY OTHEIL) BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED jJ'fILIZINGQi E INDICATED AND APPLIED AS REQUIRED BY ( UBC 1997. THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DES 1T -IE- FRAMING AND COVERING PARTS. MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. ROOF DEAD LOAD 3.0 PSF ( FOR ROOF PANELS AND PURLINS ) COLLATERAL DEAD LOAD 0 PSF ROOF LIVE LOAD PRIMARY FRAMING 40.0 PSF SECONDARY FRAMING 40.0 PSF AUXILIARY LIVE LOAD - PSF GROUND SNOW LOAD - PSF Ce ) ROOF SNOW LOAD 40.0 PSF WIND LOAD 85.0 MPH, EXPOSURE C SEISMIC ZONE 1 CG ,N0 Seismic Hazord Exposure Group Seismic Performance Category Site Coefficient - Basic Structured System - Dual system with ordinary moment frames of steel & concentrically braced frames Response Modification factor (R) 1.0 Deflection Amplification Factor (Cd) Analysis Procedure - Equivalent laterad Force IMPORTANCE FACTORS WIND LOAD SNOW LOAD SEISMIC LOAD 1.0 1.0 MEZZANINE LOADS LIVE LOAD - CRANE INFORMATION N N A PSF DEAD LOAD N ' PSE A 8-b/DP1)' 1`7 zco3 =mac AC#Srit • Ribt -Rtott4 )410-0,41.3 bcculoptmel 7O 44ALTII4ki dill LC. Re- 4,44AA. 7%•+ w -r- Tiur s ti 4t R '6 4.4..1 e.Awk,t� ". 3)14,4_ (io b zo3 i MC, T.FC C 4) Au_ rizescnt4404e. cals.& AA 131. 3rPrri_. sngl n_ rramt49 alrn &utrui ?Fpgraftai ISSUE DRAWING INDEX PAGE DESCRIPTION A C1o11 COVER STfET A [51 01 1 INSTALLATION PROCEDURES 0 11 01 2 ANCHOR BOLT PLAN 0 F2 of 2 BASE T? DETAILS AND REACTIONS A ET of 6 ROOF FRAMNG PLAN A E2 of 6 SOFFIT LAYOUT 63 of 6 SIDEWALL FRAMP4G A [4 of 6 O'4OWALL FRAMING A [5 of 6 FRAME CROSS SECTION A E6 of 6 FRAME CROSS C110N A S-1 STANDARD CETAIIS A S-2 STANDARD DETNLS A S-3 STANDAR) DETAILS A 5-4 STANDAR) DETAILS 4,00"1" 00 RE i c ( 5.11 v 0 '<v� 1 ►3j. e / '0 •0 NOTE THE UNDERSIGNED 15 NOT THE EN®NEER OF RECORD FOR THE OVERALL PROJECT ON AV- aa.� DATE DRAWING STATUS REVISIONS X FOR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE 15 TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT. AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. flFOR CONSTRUCTION: FINAL DRAWINGS. NO. DATE DESCRIPTION BY CKTO A 12/17/04 FOR PERMIT 58 DESCRIPTION COVER SHEET metallic built in9 company 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 OP 77041 (713) 466-7788 ZIP 77240 SIZE SEE BUILDING DESCRIPTION ABOVE CUSTOMER RUDD CONSTRUCTION, INC - BUILDING G LOCATION CARBONDALE, CO CAD BY SB DRN. BY CK'D BY DATE SCALE NONE JOB NO. 3305-220727 PH BLDG SHEET N0. A Cl of 1 lSSL( A t)) Ste. RLk.*- i-rq-IttJ CUSTOMER SERVICE PROCEDURES AUTHORIZATION FOR CU the error s the fault the Manufacturer, an UNLOADING HANDLING AND STORING MATERIALS Touch-up of these minor °Ixosions is the msibilit of the End Cusi°mex. Sho steel whioh s P Y p Ppor stored in the field pending erectionshould be kept (nee of the ground, and so positioned as to minimize water holding pockets, dust, mud, oral other contomnatiarn of the primer frim. Repairs of damage to primed surfaces ardf or removal of foreign materiel due to improper field storage or site conditions are not the responsibility of the Manufacturer. Al pima should be touched up as reglired before erection! ❑ ROOF AND WAIL PANELS coated surfaces when sheets are sial over one another. Never allow els to be walked °n wlile on the ground. Rough &improper handing of a panel is inexcusable & a pane example et poor job supervsion FASTENER INSTALLATION or etiveIVE Work' 'Authorization fa Corrective Wok' musk be sued 'n writing by the Manufacturer to authorize the h corrective work of a cost not to exceed the maxiirum total cost set forth. Alternative corrective work other than that proposed n the initial Claim' may be directed by the Manufacturer in the 'Authorization of Corrective Work.' Only the Customer Service Department may authorize corrective work. V. FINAL CLAIM The 'Final Clam' is writin musk be forwardedthe Customer to the Manufacturer q byry In order to gine you prompt services and keep problems to o minorum, please handle any shartoges or bock charges in the following manna: Caretul check your in list while unloading. Mark anyitem, which appear to be missing and rmati Yq the Customer Service Department at 1-800-771-9315 as soon as passible. Cling someone else could defy the proper response. I. SHORT MATERIALS - Immediately upon deivery of material, quantities ore to be verified by the STiRUCTURAL A great amount of time and honk can be saved if the building pads are unloaded at the hulloing site according to a pre-arranged plan. Proper !cation and handing of components will eliminate unnecessary handling. g NOTE: Piece marks are stenciled on primary structural members at lower end, 1'-O° from end. Inspect all shipments prier la releasing the tie-downs for loads Real may have shifted dumq transit! REMEMBER, SAFETY EV. Correct fastener installation is one of the most critical steps when installing roof panels. Drive the fastener in urntil it is tight and the washer is firmly seated. tic not overdrive fasteners. A slight extrusion of neoprene around the washer' is a good visual tightness check.. Always use the proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1701-2000 should be used lar sell drilling screws, A 504 CA1Q RPM fastener driver should be used for self-tapping screws. discard wvm sockets, these can cause the fastener to wobble during instelation. 1•r emu j 1 i j within ten (10) days of completion of the correaive work authorized try the Manufacturer. The 'Final Chin' Host inciide: I. kiwi number of man -hours b date of direct bba use am corrective work and actual hour rales of Y pay 2. Taxes aid insurance on total actual direct Lebon, 3. Other direct costs on octal died labor. 4. Cast °f material nal mina sulies auUmar¢eed the Manufacturer is be purchased d tram other itman ( p the Mmufacturee, Inckiding copies of paid invoices. 5. Told actual direct cast of corrective work (sum of 1, 2, 3 & 4). The 'final Claim' must be signed and certiiked true and correct the Customer. `Find Gains' are credited to the Customer bythe Manufacturer in an offhand net to exceed the lesser of the maximum total cost set forth in writing In the g "Authorization for Corrective Work' a Iota actual direct cast of corrective work. 6. Cast ml ui exnt rental or depreciation), wall roots, supervision, overhead and slit are of PmP } Ppt subjected to dams. �� FRAMING SHOP PRIMER The Printers suppled by NCI are not intended to provide the uniformity Menulacturer's wall and roof panels including coax coaled, gdvatume & ga!vonized, provide excellent service under widely varied conditions. NI unloading & erection personnel should fully indersttnd that these s srre q (1, merchandise, , ; meas caution core in hmrdhij Under no cirormmstancas should panels be handled rou Pack of sheets should be lifted off !1° h Customer against quantities that are hilted on the shipping document. Neither the Mornfacturer nor the eomier is responsible for the material shortages against the quantities billed on shipping document if such shortages are not noted on shipping documents when the material is delivered, and then acknowledged by the farrier s agent. II rite carrier is iter Manufacturer, clams fa shortages are to be made by the caslaner to the common carrier. If time material quantities received are correct according to the quantities that ore billed an the shipping documents, but are Mss than the quantities ordered or the quantities that are necessaryto complete the metal buildn according to the Order Docurnerds, chin is too be made of the p g n9by Manufacturer II. DAMAGED OF DEFECiNE I Dom ed a defective materal, r artless of the de nee of g Rioclung under unbadi n9 allows members be exercised to materials If U water is pigment wil of a job, and pandit columns The coat ordinary atmo or the durability The Manufacturer result from any field reloading E503 the p execs. It to in the and the allowed fade and all bundles air circukrlan or rafters of shop mheeric and is exposure applied touting. and erection columns and rafters protects the splice also fadliabes the loin of sill a [Acing be balked together into sub-ossemtries unloading ration to event injuries from operation a ja concrete slab. ORAINACE .1! � 1� �N io Cr t� i! . row— . TARP 4.. 10 remain for extended periods n bundles the paint ail gradually seiten reducing 01 primed parts shodd be stored at for drying. Puddles of water should Lor the same reason, primer is intended to protect the steel (raining conditions. The coot of shop primer does corrosion resistance of o field applied not responsible far deterioration °f the to atmospheric and environmental conditions, Minor abrasions is the chap coat atter painting are unavoidable. plates canes whie ELEVATE of As an angle not not finish shop caused and the slab from damage during the around the members for later rifting and g on the ground. Extra care should always hadli the steel and to event damn a 9 " NR CECULATION primed parts such as gins, pudns, etc., the bond to Lite steel. Therefore, upon receipt to allow any trapped water to door] away be allowed 10 calect and remain or for only a short period of exposure bo provide the uniformity of appearance, wet of paint over a shop primmer. coal °f primmer or corrosion that may nor the compatibility of the primer to by handling, loading, shipping, SCJ 1 �5 �f iff f�OO CORRECT DEGREE Cf TOO TI6NT TCA LOOSE r it T TIGHTNESS SMIT SQUEEZED TOO THIN SEAM IS NOT Sly ( C� fXiFASES FMR BEYl1tD COMPRESSED TO SfNAtif FASTENER FM FORM SEAL NOTE: Always remove metal flings from surface of d Iho nal of each wait period. Rush ill can destroy �, n4 P� Iw m9 � the pain finish and void any warranty, MASTIC SEALANT the truck with extreme care taken to insure that no dam le occurs to ends of the sheets or to side ribs. The packages should be stored off the ground sufficiently high to allow air circulation underneath the packages. This avoids ground moisture & deters people from watlong or the packages. Orme end or the package shoo! always be elewaieTd to encaurrxge drainage in case of rain. Al stocked metal pone! are subject, to some degree, to Iodized discoloration a stain when water is trapped between their closely nested surfaces. NCI exercises extreme caution during labricaiing and shin pp g operotiams to insture that dl ref stock is k t d However, drte to climakit cexdibons, wafer Pa eP ry' farmed by sondensatien of humid air con become trapped between stocked sheets. Crater can also he trapped beetweerl the stalked sheets when exposed io ran. Tts discolaatexm caused tri trapped moisture often called wet storage stain. The shrn s Iaswly superficbl &has lit0e effect on the oppearancE a service life of tl>e panels as long as is not permitted to remain on te panels. However, rrmeisture n cant°ct with the uince of the panels over an extended period can severely altock the finish & reduce the effective service lite. 4 srriperakve Oat all panels are inspected lar moisture upon recept of the order. If moisture is present, dry the parcels at once & store in a dry, warm piece CAII1IONt Care should always be taken when waking on peels. Use safety lines and eels when necessary! Panels are sipper/. Oil corn rax applied to the roof h wall parcels far pro an ogninsi weather damage ail make them a very slippery surface. Wipe dry any oil that has puddled from bundles stored m o slope. Dew, frost, or other forms of moisture greatly increase the slipperiness at the panels, Always assume panel surface is slippery & act accordingly. Never walk or step an sir ylighls or translucent panels! chink safetyt! Use wood Necking to elevate & dope time pane! m a manner that ail alta rrloslure t° dram. Woad blocking placed between bundles will provide tmddiliond air circulation, Cava the stacked bundles with a tap or plastic cover leaving enough opening at the bottom tor air to circulate. What handling a unaatimg the ponds, Irtt rather than slide them apart. Burred edges may scratch the E504 damage, must be noted or the shipping documents by the Customer and acknowledged in writing by the carrier's agent. The Manufacturer is not responsible for mutest damaged in unloading of packaged or nested materiels, incbdin , but not limited to: fosterers, sheet metal, 'C' & 7` sections & covering panels g that become wet end/or damaged by wafer while n the possession of others Packaged or nested material that becomes wet in transit must be unpacked, unstacked and dried by the Customer. f the carrier is the Manufacturer, the Customer must make claim for damage drecty to the kfanufactuer. f the carriers a common carrier, the Customer must mke the claim for damage to the coxrmmon carrier. The Manufacturer is not liable for orry daim whatsoever including, but not limited to lobar charges of canse erdial darn es resulting cram the Customer's use of dam of defective materials that cam be g a detected byvisual inspection. 111. EXCESSIVE MATERIAL The Manufacturer reserves the right to recover ony moterial delivered in Proper mastic application s critical to the weather tightness of a balding. Mastic shook not be stretched ' when installed. Appy only to dean, dry surf pees. Keep only enough mastic on the roof that COD be installed in a day. Doling warm weather, store mastic in a cool dry piece. During odd weather (below 60') mesbic must be kept worn (-90) unci application. After mastic has been applied, keep protective paper in place unti panel is ready to be instated. AIIGNIG TE GRTS of appeaante of a finish coal nor to provide extended protection if edbjected to prolonged exposure. 11 immediate erection of sleet is not possible, a must be protected from exposure to atmosptneric and/or environmental conditions that mey be detrmental to paint performance. These conditions would nclude, bolis not be Feded to, prolonged exposure to dtro-violet fight due to passele fading and or spotting or standing water resulting in spotting, peeing or locaized surfoce oxidation.t The tiBMA Commentary states that: manufacturer is not responsible {err the deterioration d the silo coal of ma a esp011 P corrosion that may result from exposure to atmospheric end,environmental conditions, nor Use connpatmhilty of the primmer to any fed applied coating._ The AISC, Code of Standard Practice father stales that: '...the shop coot a1 point is the prime coat of the protective system. N protects the steel for a short rind ad a sure... ° Pe Primer touch-up due to transit abrasions ondfor scratching during loading and unfoadng is to be expected. Primer touch-up is not the responsibility of NCI. Methanol guidelines for the handl' ad dotage of steel gu �g components can be found in both the lififit Commentary and the NSCSC Cade of Standard Practice. Vl. S}IPMEdkT ARRNAL Mt E very aloft will be male to see Mal the carrier arrives al the jobsite on Installation of the building wok s generally check to be sure that the cove strut cut temporary wood blacking to the proper Po ry 9 P be moved from bay to bay which will per bay ail be sufficient. Banding can NOTE: Temporary gird blocking is not recommended after pari installation riq cause of cennirg EAVE ' ) ES05 done before and Qris ere straight Pa length and reduce the number also be used to en concealed ROW STRUT 'GIRT I the roof. Before and plumb. install between of pieces hold the girls fastener ! t . 1 , yy00D starting the wall installation, Core method of droning the arks is to rhe lines of girls. This blocking can 9 g required. Normally, one line of blocking straight and plumb. ponds The removal al the blocks (I iI II /" BLOCKING excess or those required by the Order Documents, IV. 1141101 CLAN - In the event of error, the Customer must promptly make a written or verbal 'Initial Claim' to the Manufacturer for the carectan of design, dnthi g, Bill of Materials of fabrication error. The 'Initial Claim' includes: L Descrpli°n d the nature and extent of the attars, intdruding quantities. 2. Description °f the nature and extent of proposed corrective work irtckiding estimated man -hours, 3. Material to be purchased from other than the Manufacturer, including estimated quantities and cast 4. ilOxirnurn total cast of proposed corrective work and material to be purchased from other than the Manufacturer. ES01 the requested day and at the requested hour, Manufadtrer makes no warranty and accepts no r Ivllet for cocks associated with a Y shipment rmot minting a1 o requested time unless d separate agreement has been made in writing fora guaranteed arrival time. a9n9 ESO2 PROCEDIMIENTOS DE SERVICIO Al CLIENTE AUTOREACION PARA CORRECOOK DE TRABiJOS - Si el error es eulpa del fabricante, unci DESCARGA, MANEJO Y ALMACENAMIENTO DE MATERIAL sitio can minimm aqua, pelvo , bolo y otros conteminantes que Melee la primers cape. Reparaciones de ams chaos a la imerm rficie o la elimincion de rmaleriales °jemos a esters ,debido el incorrecto Pr YI °j olrrnecenarniento en obra a a los condiettes dal lager no son respensabiidod del fabricate. Todo rcero primana debera relocada conn se requiem antes de b rxnslrocoian Cubierlas de Techos y Paredes de ober. Nuoca Mile que pisen sok los pander mientras ester subre tiara. Un nidi° a inapropado me ejo de los paneles es inperdonabfe y un bran ejempb de mato supervision de trabajo. INSTALACiON DE PIJAS autoriz°cion plea correcim rte trabajo, debero ser emitido en escrito por el fabriconte , para outanzar la siempre y cuando no excedo ei costo total maxim° estableado, El fabictnte en ! autorizacian de correaon de troba' , de car 'r el trhba'o de acmerdo solemente l° l Y en lo eskablecida en la queja initial, EI Depatamenio de Servicio al ciente es el unto que puede auttxiaa la caneaexn de un trabojo l v euEdA FINAL - La queja final esaita Babe ser envied° par el diente el fabriconte con ID diol de En order de dale an me' servicia redemi los roblemas al minim°, r favor dri u cua vier fake a Y P Po g g exreso de material de la siguiente mmanera Cheque cuidodosamente sus pagmetes mientras son descargados Marque cuelquier objeto que parezco n warhorse, sir tr i r, Mame eakii rte of De rkmtemlo de Se+vicia of dienle a nuerery es Y q P° 1 l t 1-7T1-9318 tan antra come lo sea hie. Uamardo ria ahomase lien d enconlar to p P° respansokke de la kite de materiel. I, FAJTA DE Mak - Inmediatarnernle despues de la emfrega did ruderal, d clielmte deice verrficar [STRUC1114 - Una gran confided de tiempo y probtemas pueden ahorrorse si los pietas son descaepdas en el kugar de b canslrruccion de acuerda a tem plan pre amegbdn. Lugar y rranejo apropiado de los camponentes elimilain maxim o movimienlos inecesarios. , NOTA: los *initial ester weeders am los een to pliapdes de la ednictra en la parte interior de los rims, a 1�-0 Minot Inspeccione prmeromente koalas los embarques antes de descaga y dewier los elementos ya que pudieron haberse movido duo* el recorrido. AECfh7BAE SIMAD E3 PR1YfRP! Le corrects cobcacion de pijos es oro de los pesos mos impodontes en la ingdacion de un tech°. dire la pijo haste que erste apretoda y la arandela o washer este firmemente asentodo, No sobreare o apriete en mem las I Para clear de manes de visual que los elementos esben carreetamenle cobcados use Ply urno sellador de neopreno drededor de la orendera. Siempre use las herramientos aprgpiados para instdar pijas. Un deslarndbda ekecfrico con un RPM de 1700-2000 debere otitzarse para self-drilling screws. Un 511f1--600 tanilbder se users ext rl cosier de los as sell-taping. Descer a remueva los em res uwdos en el atamitlada, esters causer Pl P arJ� 9 Y Pal P qua la pme10 trench 0 Imaverse a mwntenetse inconstante durnnie la imstafaaan. est norm env Paneles de reales l pa y cehos del f°Ixicante indtryendo cepa de color gdvalume y gahvaniaado ortion° un serv�ao excelenie a too extensor voriedad de cordioones. lode sand de desccr aaP to Per 9a y ereccion de material debera entender canpletamenie gee otos poneles son prrw'uctcvs mYe colidbd , los crates vrna'i'tan cardirdo of rr et:arse Vajo mhmgwno aircunsfaroia deben maneiorse de manara mere a exoidaelada. Las paquetes de ordicipacion cedes de compleeta M carrecion del trabajo. la queje final induye: I Numeral real de hombre horns pa tether de trobop director usadas en cvrregir el trobajv y pager real de pacentaje de hams. 2. Impueskos y aseguranzo red y total del traf>Qjo 3. Otros coslos direckos, de trabojo real direct() 4. Costo del material (nor suplementos rrenor's} auturizocion del (abricante para comproe a afro que no sea el mismo. Incluyendo copies de factures. 5. Costo real direct° told de trobojo ccrrexgido (indsos 1,2,3,4,5). La queja lint debera ser lirmade y certificate verdadero y correctamente por el ciente. Qtcejos trades son ocreditadas al ciente par el fabmcante en ono confided que no excedo el minima de costa told wino estaNecido y inscnto en la'11-‘M.01110-11111111P-01_,k00.111140.111 alutalzoaoo de careaon de trobajo o costo total reel direct° de trabajo corregdo. 6. Costa del equipo (algtiler o depresaacion) herrareenlos pegoeras, supervision, pequenos soimregios y Indian no sujelos o mejas ESTRUCTIIIAL (SHOP PRO) - Los primers que NCI prtrvee no intention proporclnar unci oporiencia Las sepaaciones o ealaas de macho que se colocan baja 'akimbo de coneccien al descar err los materioles. Ego tambien P 9 oFedemdor de las miembros para despues levantar y permiGr de sub-nontajes, mientras eslan en liens. Extra- cuidado a pare I:venr Banos rel mnone del aceto asi m Pa p P° W concreto. DRENAR r - j� I� 1. �I11�I/ ~0 \� �iM �� i� - ~'� CUBIERTA Si el ague puede pemranecer par periodos considerables en principabes cora gifts, pterins, etc. el pgmento laloro y la la union con el acme, per to tanto redid° el material lodes dmacenadas tum um agenda que permifa que cuafquier ague ire pan] secarse. No debera pennitirse que el ague se colocte la mina ratan . La ca de shop nlenfa rpt al maria de aceto p° p P P wndciones atmosfericos ordinaries. la cope de shop primer durabilidad y resilenca a la carosjon corn unci cepa final primer p fabriconte no se res bila del deteriao de la co resulka de la exp°ssicion a los condiciales atrrastexioas y pi kit cop fir Pti mer a cua uier ca de nitro a coda en la obra. Menores par manejo, cargo, embarque, descargm y erection del material Rel Ccs de estas abrasiones menores son r nsabiidad 09 almacenado en la obra detente le erection del edict, debera ES03 las columnos y rafters evikon un dono en las facile to localization de slim o cables ` a los miembros ser alamNlcdas juntas dents debero ser sianpre aplicodo en la operocion de comp ro re>venir One los matenabs el W P Y 1 ELEVAR ■ �� I/ \� m► \i I� � '' CIRCUTACION DE ARE rowans o hendiduras de los partes pinburo se sivavizora e,radwlmente reducierdo las hendiduras de estas piezas deberan ser puede drenarse y pl'<miiir 1° cirxflecion y estanque en las columnos y rafters por pa un defermirado hemp° de exposition a no properdaa uniformidod de aponencia, de pinturo hecha en el camp° sabre el shop de de mer o de le corrosion e e P al media ambienle, ni la c°mpaltitmTidcd del abrasions de le ultra ca causadas Pa despues de la pintura son in�evitables. del ciente final. EI aceto rinerio el cud es P nantenerse Libre de herr° asi coma m un que sus canlidades sean las mismas qua oparecen facturados en la aden de canpa Ni el lea—tante , re el ran a son respons° es materiel bNrnte que Game ioctisrado ewe d reabo, g ! faith es mikado en el document° cuando el material es entregado y es admilrio pa el kranspodisto. 'Si el transpotsta es el fabricante, las man por lolta de nnateriaf seran !necks pa el clienle a el iransporista. SI kis canbdades de materiales recibidas son comeckos de acu€rt a las cantidodes iacturodas en la rock ,perm el material ordenado es memos did requerido para completer la construccion de acuerdo a la aden de comae, las as scram hecfras d hibricante. Pr quer II. NATECdAL DANADO 0 LUICTlIOSO Material daub o ddevttmsa, de exuerda d grae! lamina deben ser levaniadas del anion coo extremmmo cuidado asegurandose que ningtn derma ocurra , ni a los unlas ni a las nervaduras de los rnsmas.Los uetes edeberam olmaaenorse ! sufiaentemenl E p pg alejados de la supenc�me de herrn pore permitir la orcdacion de axe bojo los ptrguetes, esto mita la humedod dela Berra a impide que la genbe carmine sabre los paeuekes. Mira de los exteemos del paqueke de laminas delrere ester siempre demi para drena el aqua en trio de Illxia Lada paquele o monton de parietes metal eston sujetes en dean grado a sufrir aortas decokxociones o munches cuando el ague ester armada entre sus superficies res certanos. NCI provee extrema pecatucion detente la flbrioacim y el period° de embarque asegurandase que todo parsei apilod° se mentengo sero. De cuakquiee memo debido a las condiciones cimalicas y o la comdermse>cion de aire humedo , el aqua puede quederse (draped) enlre las larinos apilodes y b msrno sutedera si eskers se ex en 0 le Iluvia. La detolaraciorm catusadmla humedad okra a es fre€snertiemente lanaeda PorporP� maieba de heeded uerdoda. 9 La macho es usuolmente superficial y iierne un pequeno efecto en la apariencio o duration del panel siemprre y cuondo no se permila que la rrmarmcha paramezca en el panel. lie cualquier m01115° el contacto de la humedod con la superflaie de los paneles duranfe un period° largo puede Moor severamente el acobado y reducir la duration de vida. Por b tamb es necesario que tondos los pekes scan inspeccimedos par hulnedad of recibir el embarque. Si se present° htmedad precede a sear los paneles inrrrediokamente y olmexerlebs en un Lugar sato y cafdo. PRECAUCIOII: Siempe debe tenerse cuidado cuenda se camime sabre las paneles, use redes y Ihneas de segrridad condo sea necesario!l los pantiles son resbaladims. Anile a cera aplmcade>s a lac panic del techo o accedes para profegenos contra demos causados pa el diem los heron superficies muy resbaladizas. Segue cudquier °ceite que se gado haberst acomuuhoda por almacerwrse en declive. Roca, hie! a eualquier afro forma rte humedad ineremenda que les superficies de los poneles se vueban mos resbdodizas. Asuma siempre que la superficie del panel es resbdozu y actue de muerda a esto. Nance pise o amine sabre skylights o metas kmslucidos, Prense u roman g Pa 9u Use blocNes de modem para elevar a inClinr Mrs p°neles tie mmeto que pemnta w#ermar b humedad Callas de madero entre las piles de neles rmiiro ciredocion de aire odicional. Cobra los pies con p Pal Pe P tna cubienta plastica dejando suftenternenfe abierio el fonder pore permitir la ciculacion de Giro. Cuando se mane n o se ran los paneles, n los desire de maw que se se en mace Ieew°niebs, el la Pa Pa q d sobranle en las oats podrie roller las superficies cuanda los laminas se deslizan semeandose uno ES04 'Stift( rllildll / �5,� %� AAO C9R�G1O MN AJUSTAiMO illi/ NfILCAD4 DE AUS'TEE EL SEIIADOR FSTA MO APREfAlO Y It SfIIADOR NO ESTA NOTE El DEL GADO SOBRESNE PIRA OE NEM DE LA COlpRtyfip PARA fORMAR e X10 SELtADOA fuBESA BE LI PIA t.1 SELI0 NON Siempn renown las limoduras de maid que quedan sabre lo superiicie de los paneles al foal de coda periodo de abajo. Los himaduras pueden destrtmir el ucobado final y anulor rawlquier amanita. SEILADOR deledwsidad enque se encuenlre, debe ser notificak#o en el fetbo r el dienteadmdida esaito Po y PaVI1iARC6 pa el kransportisla. EI fabrianke no se hate responsoble por el anterial dander en le descletp de los priqueles o mientras estos son empacadas, inluyendo, per° no limited° solo a eso, lasleners, laminas , sex laws de 'C' y 7' y [abates que se maim o Oman pa el ay mientras se enceentran en pose °n de otos. Mafend empacado glze se moje Metres se trmlada, debera ser desempacado, separado y secede par el ciente. SI el fabriamnte es el lransporfsta, el ciente debera hater la queja por delertuesidaf rireclamermle d fabricate. Si el Iranspalsta es el emote transpatsta o el encargodo del honed° dal material, d ciente debero hirer lo queja d antes meencionade. El fohneonte n es resporsabfe de ningun Lipo de queja, n se limila a los dans corsecuentes resuled° del use de material dientdo o defectuoso pa el ciente ,si erkos dans son detmectades pa inspe:ccion visual. III. MATERUtI Eli E%CESO D fabricate se reserver d daecho ere recoger a recabrar cwiquier material La °propioda aplicaciotl del sdlador de gran ilrpalanda en la impermabiidod de un edificio. EI selador n debe estirarse cuando se esta instalanda. Aplque sobmente sabre superficies limply y setas. Manteng° solamenle la cantidad de selldor que se cobcaro ese die. Ouronte dna Caliente, dmatene(o en un login Frio y sero. Duranle timer frig (dojo de 50' el selador debe montenerse coberite (67-901 haste su aplicocion. Despues de que el sellador hallo lido aplicodo, mantenge la cubierta o WPd Protector testa quo d panel este Isla para instobrse ALINIAMIENTO DE LOS AMARRES urmiforme coma b hada unci cape final de pinlura ni tampoco prezfende ono proteccion excesiw especialmenle si el materia! se expane probegadamenle al radio ambiende. Si la erection del acero no es posible inmedaternenl debe of erre o le ex Isar de las cadiciones decorates o ambientalesque an p aJ Pua do P°di perjuicar el furnciaamiento dela pinto [gas comdiciames incbron, para no se Lindon solo a los candiciones antes menti alas to eeprnsicion probngada a b ku ultraviolet° puede product destenimiento o rnandos y b acumdacion de egeo, mochas, calla de la pintura y oxidation en ciertas superficies. La NW dectao: '...el fabricmle no es responseNe del deterioro de la cepa de primer o la corrosion que resutte de la exposition a ! atnnosfero y o los condiciornes ombientales, ni tompeco o la laity de crrmpatibilidad del primer on cua alar direr ca tale Prima a icada en obra,..' p b P° P PI La ASC. Ceudigo de las practices standar dice: '-•b caper de pinkie primer es la primero caper del sskerma de pr°kecclivn. Ella rvlege el men) par un code periordo a la expexision...' P esperarse que rel°gtres de potties sewn necesairas dehido a la abrasion yfo raNaduros que se produacam duranle el psocno de cargo y descorga. Estos retogues no son responeabildod de NCI. Duns admaonales del manejo y alntacenemienlo de los canponentes de totem poeden ser enconlmdas en Comenterios del IIE A4 tri coma en el ,USC Calige de practical standar. VII. NORA DE LIDO OIL EMBARQUE - Se hero un esfueao r I war ti transporter! Ile ue al p° °9 Qu9 La insta(acion de las parades rte el edificio run la nstalation de los paredes, osegurese meted'° are alinea los renames es coria estaran temporalreente instaledas entre baba y \maths o usar en okra to cud bloques de madero por bahio serial soslener los arnmes rectos y nivelados. NOTAL Callas o bhques de modem temperales ncaltos El mavimmomla de eesbs bloquas on fos emigres. Ala �iBLOQUE ES05 es generalmente glue el cakes !s eros redmire el suficaente. Estes entre dsspws ell MARCO I hecha antes que el lecho. Antes de empezar olero y el mare estem aquidas y niveldos. Um de modem del mismo lard de los enures estas Estos Napes de modem [ANA ser removidos de unci Humero de piles requeridas. Normdmente, ono linea de daturas podron ser solo usados porn manlener o leu anwrres no son recorendables en ponies cam pips h inslakrcion dent parol pedria cewsar hendiduras ...- �a4��lnWeie � �I.fd` h� ,� �Q� ��r�' �® II p�` .,•••",,.. �P II ; S• HQ *,���\ oI o `'' a O : ry v. w a ,� ,�, -, ,, ,' L �xu ,,e -5.. ' i ;i- - m r Me emir en rxteso de atererdo d r teerirb en la aden de c fl. M. QUEJA IMCIAL - Al penxitase del errs, el dente rapidamerile debera hacef, ya sea por esaita 0 verbal unci meja eiciol al fabricanle pare la eamecion del diseno, dibujo, fecturecion did material o error de fabrication. In queja inicihl induye: 1. la descsi ion de la rakurelen ratio de error, i endo carntidadts. Y g 2. Descripcice de le neturoleza y el grad° de correcion del trabajo aopuesl°, incluyendo estimation hombre-ham. 3. Matenal que sera comprado a °iro qac n° sea el Wank, InCluyenda cenliedrxlees eslimalas y coskos. 4. Costa fo#d maxima propuesto de I° tmrrecion del trjo y matexial que sera campraeio a otra at no sea 6 febriSante. ES01 logo de trobTjo el da y a b (moa ualicAtdu. Et (detente no gaanikaa y w acepia nimquma r� nsabilidad r el costa hsexiodo can el ember-are n I ue a !bora mcit exce toque un fu {xiquee9 sok °da p ameglo se hallo hecho par separado, garoabzkrndo la hara de liegada. ES02 NOTE: Y. These InsloNatim Procedures are intended to depict general drskdlaian as described dove. Consult your nstdlakion manual or additional NS-Sheets for further clarifications NOTA: 1. Estes Procedimientos de Instolocion descrbir de manes general la instaiacion de el objeto coma se mention aria. Consdte su manual de inslalacaon o sus Naevos libujos Standart para una presentociun mas ciao. REVISIONS Installation r� , r o c e du re No. OATS DESCRIPTION BY qtb A 12/17/04 FOR PERlifT Customer: RUC() CONSTRUCTION, INC. End user BUILDING C Locotian: CARBONDALE, CO Det. By Gib By rate Scale N.T.S. Guiding IB Job Number 3305-220727 Sheet Number ES-1 Issue A T 125'-0" 0/0 OF STEEL ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL BUILDING MANUFACTURER BASED ON AISC METHOD IMITH COMBINED SHEAR AND TENSION. DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS IN THE CONCRETE ARE DESIGN RESPONSIBILITY OF OTHERS. ALSO DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANY OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL BE DESIGNED AND PROVIDED BY OTHERS. NOTE: ANCHOR BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE. A ANCHOR BOLT SETTING PLAN! ANCHOR BOLT PROJECTION DIA. PROJ DRAWING STATUS forsove (A) ANCHOR BOLT BOTTOM OF BASE PLATE I/2" 1 1/2" 5/8" 2" 3/4" 2 1/2" 7/8" 3 1/2" 1" 3 1/2" 1 1/8' 3 1/2" 1 1/4' 3 1/2" ANCHOR BOLTS (BY OTHERS) 1 J FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY, THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT. THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKING'S ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. ND. 0 DATE DESCRPDON 12/17/04 FOR CONSTRUCTION BY JP FK'D BB METALLIC D(SCRlPIION ANCHOR BOLT PLAN NOTE THE UNDERSIGNED IS NOT THE EN©NEER OF RECORD FCR THE OVERALL PROJECT. DAPR.SN� APR. DATE 1) I ^ ,��• tot,� pos, -AO "" s metallic building company 7301 FARYEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 SIZE SEE BUILDING DESCRIPTION SHEET Cl CUSTOMER RUDD CONSTRUCTION, INC. LOCATION CARBONDALE, CO ea BUILDING G CAD BY JP DRN. BY cK'D BY DATE SCALE NONE JOB NO. 3305-220727 PH EUC DEC. SHEET NO(41114. A F1 of 2 CIE 0 25'-0" 25'-0" 25'-0• 25'-0" 25-0" 1'-3' 23'-9" 23'-9' i'-3' A 0 1 4-,„4, — I j — — — — — — I Jcoi / ca o F 9 N._) Exi ♦0 0410 I h G7 O I CD T w u m al 60'-0" STEEL LINE TO CENTER OF INT. COL. 60'-0" CENTER OF INT. COL. TO STEEL LINE i -o v „„117'-11 1/2” CENTER TO CENTER 0 OU R ANC OR BOLTS (HOLD THIS DIMENSION) — 120.-0" 0/0 OF STEEL J '_ 04 % 414 / BRACED BAY 1 1 i BP -03 .P-03 :P-01 - 0 ''� 1 3' oI 0 r) ii I Ifs u11 1 "O 1.1 O, M, 12' B.F.F. 'A V4 BP -04 BP -04j 1 0 M 1 o ri BP -02 it 'v o I o I BP -03I IBP -031 P— I o 0 o N1 BRACED BAY ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL BUILDING MANUFACTURER BASED ON AISC METHOD IMITH COMBINED SHEAR AND TENSION. DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS IN THE CONCRETE ARE DESIGN RESPONSIBILITY OF OTHERS. ALSO DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANY OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL BE DESIGNED AND PROVIDED BY OTHERS. NOTE: ANCHOR BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE. A ANCHOR BOLT SETTING PLAN! ANCHOR BOLT PROJECTION DIA. PROJ DRAWING STATUS forsove (A) ANCHOR BOLT BOTTOM OF BASE PLATE I/2" 1 1/2" 5/8" 2" 3/4" 2 1/2" 7/8" 3 1/2" 1" 3 1/2" 1 1/8' 3 1/2" 1 1/4' 3 1/2" ANCHOR BOLTS (BY OTHERS) 1 J FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY, THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT. THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKING'S ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. ND. 0 DATE DESCRPDON 12/17/04 FOR CONSTRUCTION BY JP FK'D BB METALLIC D(SCRlPIION ANCHOR BOLT PLAN NOTE THE UNDERSIGNED IS NOT THE EN©NEER OF RECORD FCR THE OVERALL PROJECT. DAPR.SN� APR. DATE 1) I ^ ,��• tot,� pos, -AO "" s metallic building company 7301 FARYEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 SIZE SEE BUILDING DESCRIPTION SHEET Cl CUSTOMER RUDD CONSTRUCTION, INC. LOCATION CARBONDALE, CO ea BUILDING G CAD BY JP DRN. BY cK'D BY DATE SCALE NONE JOB NO. 3305-220727 PH EUC DEC. SHEET NO(41114. A F1 of 2 CIE 0 0 a 0 See Anchor 4. s-, See Anchor Boll Plan 8 5/8"0 rye O.D. See Anchor Bolt Plan v 0 CO See Anchor Steel Line Wall Panel 1 I/4' Member Screw 12-14 x 1 1/4" at 123 O.C. Anchor Not by Bldg,Mlg. Base Angle Finished Floor Bose Trim BFL 161 Notice: If insulation is req'd install 'trim first. lfldlJJJ/f/!!/fi. mtninum side 1 3/4 room reputed 5/8' D. w/ Washer 3 1/2' AX Steel lint / I ffj Wldlh Clear (Jaenn 91) sheeing notch if required OTY. I.D. Aldth Remarks 10 24 Hor + -. 12'-0' 2' 0 D.N. DOOR (BY OitcRs) OPENING Iia + Front SW / Mom + Back SW Nam 4 ' t+a 4 4.....„11 Her +� il Male + Concifion 4-4 co 2 1/2' 1 1/4 Pi' he Sleet Lire ire Dar 0pesinq Field Locate { 4 ) REQUIRED sheens notch ii required Base Plate Detail A. Bolls 1"0 Base PL Thk. 1/2'1 BP -01 Base Plate Detail A. Baits 3/4"d Base PL Thk. 3/8° BP -02 Base Plate Detail A. Bolts 11'0 Base Pt_ Thk. BP -03 Base Plate Detail A. Bolls 3/4"0 Base PL Thk. 1/2" BP -04 Base Angle Section w/o Panel Recess w/ Base Trim SEC. A Framed Opening A. Bolts 5/8"0 Base P1 Thk. 1/4" Framed Opening Base Detail Walk Door Base Attachment A. Bolts 1/2"d Base PE Thk. 1/8" Walk Door Base Detail Wall Panel - - Steel Line Member Screw (1412" O.C.) Anchor (By Others) Base Angle Finished Floor a 4 . REF.: NS -621 Base Angle Section w/o Panel Recess w/o Bose Tran SEC. STEEL LINE FINISHED FLOOR F.O. & Walk Door Section SEC. FINISHED FLOOR REF.. Maki Frame Reactions at Lines: '2, 3, 4 & 5" & 6' ONOTE All reactions ore shown in Kips A negative value, indcotes opposite dreciion / Front SW Bade SW Hor + -. ! k Iia + Front SW / Mom + Back SW Nam 4 ' t+a 4 4.....„11 Her +� il Male + Concifion Grid Ver Hor Nam, DEAD + LM LOAD A 29.1890 11.0200 0.0000 DEAD + LIVE LOAD C 75.2380 00000 0.0000. DEAD + INE LOAD E 29.1890-11.0200 00000 a + WI A -10.4040 -9 6000 0.0000 DL + 'Oki C -21.1250 0.0000 00000 OL + ML 1 -5.9280 1.7840 00000 DL + 'KR A -5.6650 8.2270 00000' DL + MLR C 0.0730 0.0000 0.0000 DI. + MLR E 6.4400 9.5390 00000 a + 1/211 + IC A 2.6620 -4.6080 00000 DI. + 1/211 + Val 0 12.7430 0.0000 0.0000 DL + 1/21L + VAL E 7.1370 -6.7760 0.0000 DL + 1/2W11. + IL A 22,4580 5./020 0.0000 DI. + 1/2M11 + 11 C 60.9250 00000 00000'. a + 1/2WLL + U. E 24.6960-11 3940 00000 CA. + 1/211 + NAR A 7.4000 13 2180 0.0000 DL + 1/2LL + NAR C 33.9410 0.0000 0.0000 a + 1/21.1 + WLR E 19.5060 4,5470 0.0000. DLL -UNBALANCE SNOW A 15.5990 8.5820 00000 a+UNBA6ANCE 940W 0 58.7010 0.0000 0.0000 a+UNBALANCE SNOW 1 30.0180 -8.5830 0.0000 DL+LL+CANOPY A 31.3110 11.0960 00000 DL+LL+CANOPY C 75.1930 0.0000 00000 01+1.1+CANOPY 1 31.3110-11.0960 00000 a+ALL+CANOPY A -11.7180 -96480 0.0000 D1+1411+ CANOPY 0 -21.0970 0.0000 0.0000 DL+VLL+CANOPY 1 -7.2420 -1.7360 0.0000 a+MLR+CANOPY A -6.9190 8.1780 0.0000 a+NAR+CANOPY C 0.1000 0.0000 0.0000 a+WLR+CANOPY 1 5.1260 95870 0.0000 NOTE: Length & WiJth of Recess Oetermkted By Others Recessed Column Section [SEC. 'C' 1 Wain Frame Reactions at Lines: '1 & 6' v DUE TO WIND c), NOTE: All reactions are shown in Kips A negative value, indicates apposite direction DUE TO SEISMIC k k Front SW / Back SW t+a 4 Her +� Male + Nam + -- \i-Lvii \\--k-/+ ) Condition Grid Yet Hor Mom DEAD + LIVE LOAD A 15.8620 5.8540 0.0000 DEAD + LIVE LOAD C 4Q0810 0.0000 0.0000 DEAD + LIVE LOAD E 15.8620 -5.9540 0.0000 OL + VAL A -5.2080 -4.9910 0,0000 Dl + w1 C -104810 0.0000 0.0000 OL 4 WI E -2.8300 -1.0210 0.0000 DL + NLR A -2.6750 4.4130 0.0000 DL + MLR C 0.6370 0.0000 0.0000 DL + ALR E 3.7420 4.9700 0.0000 ' a + 1/211 + WI A 1.7440 -2.3740 0.0000 DI. 4 1/211 + WLL C 7.2960 0.0000 0.0000 CA. + 1/211 + *IL E 4.1210 -3.6370 0.0030 X + 1/2MAL t LL A 12.2790 3.0480 0.01)0 ' a + I/2K1 + LL C 32.5770 0.01700 0.0000 CIL + 1/2MAl + LL E 13.4680 -6.0530 0,0000 CIL + 1/211. + IIR A 4.2760 7.0290 0.0000 DL 4 1/21.1. + KR C 18.4140 0.0000 0.0000 CIL + 1/211 + MAA E 10.6940 2.3530 0.0000 '' a+UNBALANCE SNOW A 8.5980 4.5690 0.0000 a+UNBALANCE SNOW C 31.3490 0.0000 0.0000 DL+WIBALANCE SNOW E 16.2980 -4.5690 0.0000 a+LL+CAN(1PY A 17.9790 5,0890 0.0000 a+LL+CANOPY C 40.0490 0.0000 0.0000 a+LL+CANOPY E 17.9790 -5.8890 0.0000 a+WLL+CANOPY A -6.5180 -5.0140 0.0000 a+WLL+CANOPY C -10.4620 0.0000 0.0000 a+Wu+CANOPY E -4.1400 -0.9980 0.0000 OL+MLR+CANOPY A -19850 4.3900 0.0000 014 WLR+CANOPY 0 0.6570 0.0000 0.0000 a+WLR+CANOPY E 2.4330 4.9930 0.0000 BASE PLATE DETAILS LEFT & RIGHT ENDWALL COLUMN REACTIONS CI CORNER COLUMNS DL U_ DL WL N/A k IN/Ak ill/Ak CABLE BRACE REACTIONS SIDEWALLS ® INTERIOR COLUMNS WIND GOVERNS v 0L+ LL DL+WL 7.80k N/Ak 1N/Ak REACTIONS BRACING REACTION 11 v DUE TO WIND 17,60k 12.64k DUE TO SEISMIC k k LLIMERSIGNED tS ROWER OF RECORD FCR 04E OSUM1 PRO ECT. DSN APR DRAINING STATUS REWSICAVS FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE 15 TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN 131 CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED °' FOR CONSTRUCTION '° CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. N0. OATS DESCRIPTION CK°D 12/17/04 FOR CONSTRUCTION JP BB METALLIC mctailic buiicl n9 company Mil MO • HOUSTON, TEXAS • P.0,EICK-13.38 HP 77011 00 46.-7718`-'" 7P 77240 DESCRIPTION BASE PLATE DETAILS & REACTIONS SEE SEE BUILDING DESCRIPTION SHEET Cl CUSTOMER RUDD CONSTRUCTION, INC. BUILDING G LOCATION CARBONDALE, CO CAD BY JP CIL BY CK'D BY DUE SCALE NONE JOB N0. 3305-220727 PH BLDG. SC A SHEE1 N0. F2 of 2 ISSUE ROOF FRAMING BOLTS MARK QTY DESCRIPTION SIIE A PURUN LAP BOLTS 12" DIA x I" MB. B 10ES12 PURLIN TO FRAME 12" DIA. x I" MB. C STRUT PURLIN BOLTS 12° DIA x I. MB. D EAVE STRUT BOLTS 12" DIA x I" MB. 2'-0" PURLIN EXT. a O Z 4 U 0'-0" 0/0 STEEL O 0 0 >- a O Z 4 0 3'-9" (TYP.THIS BAY) PURLIN 2'-51" LAPS 10x2.5C14 2'-54" i 25'-0" (TYP.THIS BAY) 2'-534" 10x2.5C14 -0" 0 0 STEEL 5'-0„ (TYP.THIS BAY)' 2'-51" 2'-534' 10x2.5C14 2'-54° 25'-0" (TYP.THIS BAY) 2'-54" 10x2.5C14 2'-54" (6 23'-9" 1'-,3 (TYP.IHIS BAY) x2.5C14 10x2.5C14 ROOF FRAMING PLAN 'DENOTES ANTI -ROLL CUP 10x2.5C14 10x2.5C14 10x2.5C14 KNOCK -IN BRDG. 7'-6 J 5'-0 1 5'-0 7'-6 10'-0 5'-0 1 '-0 5-0 SPACING (TYP.) 2'-0„ PURLIN EXT 0 N 0/0 STEEL r a O Z 4 0 } a O Z 4 U 0 NOT 1HE £* EFAREOf CORD Fat lE OYEAA&I Raw OSN APR /ON A'V ",.: -1%ay.4s A ELIAAEOUS ACCESSORES SIMO DOORS FRAMED CfENND8 I€VILA TARS DESCRIPTION MK NO. DESCRIPTION MK. NO SIZE DESCRIPTION MK NO DESCRIPTION DRAWING STATUS REVISIONS N/A 14 3070NL, WHITE PRIMER. 10 12'-O" x 14'-0" OH. DOOR (Br OTHERS) N/A 24 21-0" x 4'-0" OPENING SPOLIOHTS MADOWS MK. NO. DESCRIPTION MK. NO DESCRIPTION N/A N/A X FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION. FINAL DRAWINGS. DATE DESCRIPTION BY CO/ 12/17/04 FOR PERMIT JP BB METALLIC DEscRIPTION ROOF FRAMING PLAN metallic building company 7301 F. kW • HOUSTON, TEXAS • P.O. OO ( 4101338 iP 77041 (713) 466-77118 IF 77240 SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER RUDD CONSTRUCTION, INC. r BUILDING G LOCATION DRN. BY CARBONDALE, CO CO BY DATE SCALE NONE JOB N0. 3305-220727 PH BLDG. DESC. N A CAD BY JP SHEET NO. E1 of 6 6SUE A 10ES12 10ES12 10ES12 10ES12 10ES12 1 ___L_ I I I ---L- I 1 I 10212 STRUT PURLIN 10713 (TYP.) \ \\ 10212 STRUT PURLIN 10713 (TYP.) \ / \\ // / // / * 10212 STRUT PURLIN 10214 (TYP.) — k 10212 STRUT PURLIN 10213 (TYP.) ' \ x \\ 10212 STRUT PURLIN / 10713 (TYP.) / // $ \ / / k * / \\ // \ / \ / \ / \ / \ / x / \ / \ / \ / \ /=---1/2"o CABLE \ \ \ /\ / \ /\ /, \ 1/2"0 CABLE-� \\ \ \ * — i k / / / I I $ / / / I I __L- \ \ / \ / \\ // \ / \\ /\ \\ // \/ t\ / \ // \\ / \ / / / \ ,. \ / / / / \ / \ / \ / / / \ / \ / x I I --E- 1 4 4 I ____L_ I I --1 I * // \\ t / \ / \ T / 7--- / 5/16'0 CABLE- =\\ \ \ \ / / / \ X5/16"0 CABLE -•\ \ \ // 0 TPEAKE (TYP.) // 0 \\ 1 0 /1 10 —+— I I I __ _1 I I —I- I I __L_ 1 I 1 O 0 \/ \, / —\ \ \ / \` 5/16'4 CABLE--// / , \ \\�-5/16"0 k / CABLE--/ / \ / \ / \ / \ / $ t \ / \ / \ / 4 i , v /\ / \ / \ \ / x / \ / \ / \ / \ / \ / \ / \ 10212 STRUT PURLIN 1 � 1 \ `\ — / \ / \ / \ / \ I I 1 / / // \ `. \\ I I J f - \ S / / / 4 1 �__-----\4--.. \ 1 \ f > / / / / \�-1/2"o CABLE—;/ \ / I I --1- 1 1 —I \\--1/2"6 CABLE---// \\ // \ / \ / \\// \ 1\x//1 / / / \ \ I / \ 1 1 .—L. I 1 T 1 ___/ / \ / \ / \ \ \ \ \ \ $ * / / / / 10712 STRUT PURUN k r / / / / \ \ \ \ 4 10212 STRUT PURLIN / / 10212 STRUT PURLIN \ \ 10712 STRUT PURLIN / / ./ \ 10212 STRUT PURLN \\ 10ES12 10ES12 10ESI2 10ES12 10ES12 x2.5C14 10x2.5C14 ROOF FRAMING PLAN 'DENOTES ANTI -ROLL CUP 10x2.5C14 10x2.5C14 10x2.5C14 KNOCK -IN BRDG. 7'-6 J 5'-0 1 5'-0 7'-6 10'-0 5'-0 1 '-0 5-0 SPACING (TYP.) 2'-0„ PURLIN EXT 0 N 0/0 STEEL r a O Z 4 0 } a O Z 4 U 0 NOT 1HE £* EFAREOf CORD Fat lE OYEAA&I Raw OSN APR /ON A'V ",.: -1%ay.4s A ELIAAEOUS ACCESSORES SIMO DOORS FRAMED CfENND8 I€VILA TARS DESCRIPTION MK NO. DESCRIPTION MK. NO SIZE DESCRIPTION MK NO DESCRIPTION DRAWING STATUS REVISIONS N/A 14 3070NL, WHITE PRIMER. 10 12'-O" x 14'-0" OH. DOOR (Br OTHERS) N/A 24 21-0" x 4'-0" OPENING SPOLIOHTS MADOWS MK. NO. DESCRIPTION MK. NO DESCRIPTION N/A N/A X FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION. FINAL DRAWINGS. DATE DESCRIPTION BY CO/ 12/17/04 FOR PERMIT JP BB METALLIC DEscRIPTION ROOF FRAMING PLAN metallic building company 7301 F. kW • HOUSTON, TEXAS • P.O. OO ( 4101338 iP 77041 (713) 466-77118 IF 77240 SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER RUDD CONSTRUCTION, INC. r BUILDING G LOCATION DRN. BY CARBONDALE, CO CO BY DATE SCALE NONE JOB N0. 3305-220727 PH BLDG. DESC. N A CAD BY JP SHEET NO. E1 of 6 6SUE A COLUMN WEB (3) 4"4 A325 BOLTS W/ 1 a " STIFFENER (2) X4x4x" FINISHED FLOOR BASE PLATE ANGLE BRACE DETAIL CONNECTION @ BASE PLATE WING PLATE CAP PLATE 8'4 x 0.188 PIPE (2) 34"4 A325 BOLTS WA" E (3) BOL3TS4A325 W/� E MAIN FRAME RAFTER 4x4x14" ANGLE BRACE DETAIL CONNECTION (4 PIPE STRUT (2) 2(4x4x11" PIPE STRUT • EAVE 1'-2 3/4" (TYP.) 10ESI2 6 5/8"4x0.156 PIPE STRUT 1'-2 3/4" (.) 10ES12 10 0 6 5/8"4x0156 PIPE STRUT 12 I LV I LID o LURK 1 I 11 8714 i F 8714 ` sisco� \11` GIRT LAP BOLTS 8714 ~' 8714 � 8714 8x2.5C13 I 8x2.5C13 (TYP. U.N.) 8x2.5C13 8x2.5C13 (TYP. U.N.) 8x2.5C13 (TYP. U.N.) 8714 (TYP. U.N.) 8714 (TYP. U.N.) 8x2.5C13 / FINISH FLOOR 3"x3"x3/16" ANCLE BASE ANGLE / TRIM (TYP.) 3"x3"x3/16" ANGLE ` 8x2.5C13 (TYP. U.N.) 1'- 3' 23'-9' 2'-O° PURLIN EXT 25-0" E2, (T ) 25'-O" 25'-0" 25 0° 125-0" 0/0 OF STEEL 1'-3„ 2'-O' PURLII1 EXT. 18'-0" EAVE HEIGHT SIDEWALL FRAMING AT LINE A 1'--0" LAP C67' (TW.) E2 6 5/8"0x0.156 PIPE STRUT TYP.) SIDEWALL SHEETING AT LINE A 1'-2 3/4" 1'-2 3/4" 1'-2 3/4° l'-2 3/4" 1'-2 3/4" (TYP.) 6 5/8"4x0.156 PIPE STRUT 1'-2 3/4° (TYP.) ►� LURK 1 8714 I1. _. 8714 \11` GIRT LAP BOLTS B 11 8714 I 18'-0" EAVE HEIGHT \ ® 8714 '�.. 8714 8x2.5C13 8x2.5C13 (TYP. U.N.) 8x2.5C13 (TYP. U.N.) ` 8x2.5C13 (TYP. U.N.) 8x2.5C13 (TTP. U.N.) (TYP. U.N.) ANGLE BASE ANGLE / TRIM (TYP.)FINISH ... f' 3'x3"x3/16" ANGLE FLOOR (-A3"x3"x3/16" A (TIP.) E2 23'-9" 2'-0" PURUN EXT 25-0" 25'-0" 25-0" w (TYP.) 25-0" 23'- 1'-3" 25'-0" 125'-0" 0/0 OF STEEL 2'-0' PURLIN EXE. 18'-0" EAVE HEIGHT SIDEWALL FRAMING AT LINE E C:1) 1'-0" LAP a FT- SIZE JAMB ("+3") HEADER ("+4") SILL ("+4") JAMB COVER HEAD COVER 12'x14' 0.H. DOOR 2x4' F.O. 3070 WALKD00R SIDEWALL FRAMING BOLTS LURK QTY DESCRIPTION SIZE 12" DIA. x I" NB. A GIRT LAP BOLTS B GIRT TO FRAME 12" DIA, x 1" MB. SIDEWALL SHEETING AT LINE E NOTE: THE UNDERSIGNED IS NOT THE ENGINEER OF RECORD FOR THE O9ERALL PROJECT DSN APR. APR.I AIE: • $04.$ DRAWING STATUS FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWANGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENI1#IED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION '° CAN BE CONSIDERED AS COMPLETE FOR CONSTRUCTION: FINAL DRAVONGS, NO. DATE A 12/17/04 DESCRIPTION FOR PERMIT BY JP CK'0 BB METALLIC DESCRIPTION SIDEWALL ELEVATIONS metallic builcJin9 company 7301 FAIRYTEW • HOUSTON, TEXAS • P.D. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER RUDD CONSTRUCTION, INC. r. BUILDING C LoodioN CARBONDALE, CO CAD BY JP DRN BY CR'D BY DATE SCALE NONE ,IDB NO. 3305-220127 PH aux SC. SHEET NO. A E2of6 sat A 12 12 —12 W/SC-97 CLIP (TYP) ?1713+10114 f I f I I I I 10x2.5C13 11 I , 10x2.5C13 10713 (TYP U.N.) W713 + 10714 4- I 10113 + 10714 2'-0" CANOPY 30`-1/ w 10713 (TYP U.N.)/ USE (4) BOLT LONG CLIP (TVP) 10x2.5C13 10x2.5C13 10713 (TYP U.N.) 1 10x2.5C13 10x2.5C13 30'—O" li 30'-0"° 10713 + 10714` 10713 (TYP U.N.) I I 1 I I 10x2.5013 11 10x2.5C13 11 I II w -------4-1-1 30'—a° 120'-0" OUT TO OUT OF STEEL 2'-0" CANOPY 1— w 2'-0" CANOPY ENDWALL FRAMING AT LINE 1 MEMBER DATA Column data is listed from Base to Eave – Rafter data is listed from Eave to Peak Mark Outside Flange Web Inside Flmge Cal (EC -1) Cal (EC -3) 12 2I— 1/4 K 5 3/16 x 12 1/4 * 5 1/4 x 5 3/1.6 x 12 1/4 x 5 O 12 —I2 30'-0" 30'-0" 0'-0°, 30'—O" 120°—O" OUT TO OUT OF STEEL 2"--0' CAN Ctf Y ENDWALL FRAMING BOLTS — Y ~ QTY DESCRIPTION —1 A f - 12" A. x 1' MB. 1 W/SC-97 CLIP (TVP} _ COL. TO RAFT. V DIA. x 14' A325 BETS —10713 + 10114 — 10713 + 10714 I1 ;4-10713 + 10714 110713 + '10714 — 1} If 10.713 (TVP U.N.) 10713 (TYP U.N.) J I 10713 (TYP U.N.) 10113 (TYP U.N.) 10x2.5013 �r 1 y 1 r 1 10x2.5C13 10x2.5C13 1I USE (4) BOLT LONG CLIP (TYP)--\ 10x2.5C13 1 10x2.5C13 10x2.5013 Ij.., 10x2.5013 I W 10a2.5C13 1 I 1 1 r i L. - III I 30'-0" 30'-0" 0'-0°, 30'—O" 120°—O" OUT TO OUT OF STEEL 2"--0' CAN Ctf Y ENDWALL FRAMING BOLTS MARK QTY DESCRIPTION SIZE A CRT TO FRAME 12" A. x 1' MB. B COL. TO RAFT. V DIA. x 14' A325 BETS SYMBOL QTY. LOCATION ENDWALL FRAMING AT LINE 6 MEMBER DATA Column data is listed from Base to Eove – Rafter data is listed from Eave to Peak Mork Inside Flange Outside Flange Web Cd (EC -1) Co (EC -3) DESCRIPTION 1/4 x 5 1/4 K 5 3/16 x 12 3/16 x 12 1/4 x 5 1/4 x 5 DRAWING STATUS REVISIONS h\> \1 8 COL. / RAF. 5/8" PIA. X 1 I/4" A325 BOLTS WITHOUT WASHERS X FOR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEF1NITIDN NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE I5 TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION'. CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL 114 THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAMtNGS. NO. DATE DESCRIPDON BY 12/17/04 FOR PERMIT SB BB METALLIC DESCRIPTION ENDWALL FRAMING NOTE THE UNDERSIGNED I5 NOT THE [HONER OF RECORD FCR THE OVERALL PROJECT DSN APR. APIA - DA Li? metallic builclin9 company 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER RUDD CONSTRUCTION, INC. BUILDING G LOCAITON CARBONDALE, CO ORM. BY CIO BY WITS CAD BY SB SCALE NONE JOB NO. 3305-220727 PH BLDG, A SHEET NO.. E3af6 SUE A