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HomeMy WebLinkAboutPLANS - 96-00023 - 400 Airport Rd #14 - Summers Airplane HangerB FACTORY APPUEn uAuxr r m�cwce z wr au)rE x0. T0960805093206 woom ya x 3. D ....e.a....,,,vo..R,.,a UDE 06/06/96 CUSrOYFA Danny Summers nuE 11: 13 ME RESPONSIBLE IN ITR AU. ADO IpECI7NpN. OENEFIL CONTP CTOR AW/OR ERECTOR IS SOLELY FOR ACCURATE, GOOD OUAtIry WORFuDBMIP EREcTWO MIs BUILDING fN CONFORI WN NIS rETIJLs REEERExUDE IN ms ORAWNG MPI1fI9N YARC)-PRUDFR NISMING , INDUSTRY STANDARDS PERF"INO To PROPER INCLuuxc ME CORR[cT usE OF TEMPORwRY N VARCO-PRUDEN BUILDINGS NI 0-11 Q—,ro T*, l' I I STANDING SEAM ROOF PANELS (SSR) �2—A..'I 2 N' I I 50 ua a i1" '' II I I u f 6 IV GIRTS / PURLINS �.2_v''y 2N" 8 15' GIRTS / PURLINS 11 34' PURLINS [D2 Q NJwo4ed Domhuon Company �e• GY.T:PI.R r r 9,oDM ExTz+IRn $LPfAQ iY• P. z iM re.� IR�DDFNPDIa� Ly r.' m'.fAAGE EIBOSSFD n• T W. a r. re.y r �a i ro• r re�H PANEL RIB ROOF & WALL PANELS (PR) I VEE RIB WALL PANELS (VR) I SPAN LOC WALL PANELS (SL) 6;' 26'-2" 26'-B' I 26'-2" 5� 80'-0 A 1, MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS GENERAL NOTES ASTM DESIGNATION A529 OR A572 A570 A572 A36 OR A572 A446 A307 AND A325 FY= 50 KSI (GRADE 50) FY= 55 KSI (GRADE 55) GRADE 65, UNLESS NOTED FY= 36 KSI OR 50 KSI FY= 50 KSI (GRADE D) A307, UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VARCO-PRUOEN COLOR TAHITIAN BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325 -N UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE NINTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION 80.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN -OF -THE -NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 4. BUILDER / CONTRACTOR RESPONSIBILITIES VARCO-PRUDEN'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, VARCO-PRUDEN'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. (A VARCO-PRUDEN SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) IN CASE OF DISCREPANCIES BETWEEN VARCO-PRUDEN STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, THE VARCO-PRUDEN PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CIN, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF VARCO-PRUDEN DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VARCO-PRUDEN INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VARCO-PRUDEN APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VARCO-PRUDEN DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VARCO-PRUDEN ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS 15 FURNISHED AS PART OF THE PURCHASE ORDER, VARCO-PRUDEN ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VARCO-PRUDEN BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VARCO-PRUDEN OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY VARCO-PRUDEN, IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH VARCO-PRUDEN'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VARCO-PRUDEN IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: AISC M8 (ALL PLANTS) ICBO FA -240 (CA PLANT ONLY) CITY OF SEATTLE (CA PLANT ONLY) CITY OF LOS ANGELES TYPE 1 FABRICATOR (CA PLANT ONLY) CANADIAN WELDING BUREAU DIVISION 1 (CA & WI PLANTS ONLY) BUILDING TOR�TE,..,...w.... Building Code: 94UBC LIVE, Ltl W/Tf iO Red) ZG.G p9f Coll. Ltl (GPaVit Y): 0.O of ` 1 p COIL. Ltl Uplift 0.0 p8f Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 pef Roof Snow: 35.0 paf Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE iH15 bP WNG. INCLUDING TIE INFORMATION HEREON REMV NS ME PROPFAIY OF VARCO-PRUDEN BUBDIIIGS, A UNITED DOMINION COMPANY. n IS PRGNOEO SO -I FOR ERECTING TIE BUIDING DESCRIBED IN ME MPUCDSE PURCHASE ORDER AND SI NOT BE MINIFIED REPROOUCEO 09 USED FOR APPANYRW)MER)F PURPOSE WINOUT POOR WRITTEN AL VNRCO-PRUDEN BUILDINGS. COVER SHEET au)rE x0. T0960805093206 roe w. 3. PANEL RIB ROOF & WALL PANELS (PR) I VEE RIB WALL PANELS (VR) I SPAN LOC WALL PANELS (SL) 6;' 26'-2" 26'-B' I 26'-2" 5� 80'-0 A 1, MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS GENERAL NOTES ASTM DESIGNATION A529 OR A572 A570 A572 A36 OR A572 A446 A307 AND A325 FY= 50 KSI (GRADE 50) FY= 55 KSI (GRADE 55) GRADE 65, UNLESS NOTED FY= 36 KSI OR 50 KSI FY= 50 KSI (GRADE D) A307, UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VARCO-PRUOEN COLOR TAHITIAN BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325 -N UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE NINTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION 80.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN -OF -THE -NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 4. BUILDER / CONTRACTOR RESPONSIBILITIES VARCO-PRUDEN'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, VARCO-PRUDEN'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. (A VARCO-PRUDEN SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) IN CASE OF DISCREPANCIES BETWEEN VARCO-PRUDEN STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, THE VARCO-PRUDEN PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CIN, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF VARCO-PRUDEN DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VARCO-PRUDEN INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VARCO-PRUDEN APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VARCO-PRUDEN DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VARCO-PRUDEN ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS 15 FURNISHED AS PART OF THE PURCHASE ORDER, VARCO-PRUDEN ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VARCO-PRUDEN BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VARCO-PRUDEN OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY VARCO-PRUDEN, IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH VARCO-PRUDEN'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VARCO-PRUDEN IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: AISC M8 (ALL PLANTS) ICBO FA -240 (CA PLANT ONLY) CITY OF SEATTLE (CA PLANT ONLY) CITY OF LOS ANGELES TYPE 1 FABRICATOR (CA PLANT ONLY) CANADIAN WELDING BUREAU DIVISION 1 (CA & WI PLANTS ONLY) BUILDING TOR�TE,..,...w.... Building Code: 94UBC LIVE, Ltl W/Tf iO Red) ZG.G p9f Coll. Ltl (GPaVit Y): 0.O of ` 1 p COIL. Ltl Uplift 0.0 p8f Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 pef Roof Snow: 35.0 paf Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE iH15 bP WNG. INCLUDING TIE INFORMATION HEREON REMV NS ME PROPFAIY OF VARCO-PRUDEN BUBDIIIGS, A UNITED DOMINION COMPANY. n IS PRGNOEO SO -I FOR ERECTING TIE BUIDING DESCRIBED IN ME MPUCDSE PURCHASE ORDER AND SI NOT BE MINIFIED REPROOUCEO 09 USED FOR APPANYRW)MER)F PURPOSE WINOUT POOR WRITTEN AL VNRCO-PRUDEN BUILDINGS. COVER SHEET au)rE x0. T0960805093206 roe w. BUhO� leton west Construction, Inc. D ....e.a....,,,vo..R,.,a UDE 06/06/96 CUSrOYFA Danny Summers nuE 11: 13 ME RESPONSIBLE IN ITR AU. ADO IpECI7NpN. OENEFIL CONTP CTOR AW/OR ERECTOR IS SOLELY FOR ACCURATE, GOOD OUAtIry WORFuDBMIP EREcTWO MIs BUILDING fN CONFORI WN NIS rETIJLs REEERExUDE IN ms ORAWNG MPI1fI9N YARC)-PRUDFR NISMING , INDUSTRY STANDARDS PERF"INO To PROPER INCLuuxc ME CORR[cT usE OF TEMPORwRY UO TON Rexburg. ID VARCO-PRUDEN BUILDINGS NI 0-11 Q—,ro PRa[cr xuA 4091 Summers 80x60 eL00. NVAC Airplane Hanger PROPOSED OTAXIWAY + SEO LIMIT OF ADDITIVE BID ITEM #1 — n m m EXISTING TAXIWAY z y REMOVE DURING z I CLEARING &GRUBBING 0 z PROPOSED TAXIWAY ADDITIVE BID ITEM #1 1.111, E"; % — I a� 1 RETAIN AND I �F{ I -----t PROTECT SHEDS EXISTING TIE -DOWN AREA TT00 FUTURE AGRICULTURAL <u+ i PADS ITYP. I 0 1 I II I N I 124'"7 II o I I I FUTURE HANGAR LOTS FUTURE DEVELOPMENT AREA X---- "L--- —J— ------ 80- y I I I I I� o I \maI I f ___ J______� L 1 I 35' L — — — — — L — — — — — 1 — I i LIMIT OF ADDITIVE I BID ITEM #2 I IPROPOSED TAXIWAY in I % ADDITIVE BID ITEM #3 '^ 1 — I FUTURE HANGAR LOTS Ij -------"– �-------------- FUTURE ACCESS ROAD I I I I I I I I I IL ------I----- -------J-------L-------I-------3------� i I I I MATCH CONCRETE PAD. I I FUTURE AUTO PARKING i NEW 35' TAXIWAY SAW CUT IF NECESSARY EXISTING FUEL I I I FOR STRAIGHT, SMOOTH I I SURFACE STORAGE AREA I I ( i --------- I 2" ASPHALT AL L L--x�%=x�`�%max __— ------ N COUNTY ROAD '°; rp.',..'o y, �O �f�GISTfAtE,0 REMOVE EXISTING 4" OF I" GRAVEL 6394 SCALE: 1" = 801 ASPHALT APPROVED p �o �Q: A PAVEMENT TRANSITIO DATE 11/q�TF OF°JS°s Nor To scaLE gUILDINGINSPECTOR BRYAN t� DRAWN 5/9fi BWM CHECKED 6/�6 WBi PROJECT NO. %I- REVISION, p. PATE " CITY OF REXBURG FORSGREN REXBURG—MADISON COUNTY AIRPORT 7 Tb U°cwnenl °, R PartVIS It,., In °°bIl ° DESIGNED 6/96 BW4 9521 E°1' p"PE mne[n IDAHO SHEET NO. ..: ° c ..PI m. w..own.l :'pP nn .1 Pp PpJ . ASSOCIATES ZINC. O. N°acl°I.. / In . ° MP PROPOSED TAXIWAYS FOR HANGAR AREA pl1° .i M.. Ib wtl 1.. culp°tlieli°n cl APPROVED 6/96 JWM pr19r°n Mfociclef /Inc. pn1E PPOJ[R MPNPGEP 1 5 NORTH D2 I 04 I D4 I D6 I I m SGG F I I D7 I 07 6" I I I I F 0 0 !n On: bO33.ca Projky: 537 Bldg: i Plane: 1 THIS ORAWINS IS SEA SLY AS TO iME COMPONENTS FURNISHED BY VARCO-PRUDEN Q 0 o CONCRETE, GROUT, ANCHOR BOLTS. AND ANY OTHER EMBEDDED ITEMS ARE TO BE w I m m I I I JOB I FURNISHED BY OTHERS Live Ltl (W/Trlb Red) p9t D7 I I I I D7 ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER I D1 Coll, Ltl (gray ityl: 0,0 pSf (uplift I1 03 D3 I D5 ami: 0 I in ® 26' -2" zs'_B° 26'-2" m SGG F BL to BLL BO' -O" BL to BL © 6" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) On: bO33.ca Projky: 537 Bldg: i Plane: 1 THIS ORAWINS IS SEA SLY AS TO iME COMPONENTS FURNISHED BY VARCO-PRUDEN 1. CONCRETE, GROUT, ANCHOR BOLTS. AND ANY OTHER EMBEDDED ITEMS ARE TO BE Building Code: 4 THIS DRONING, INCLUDING THE INFORMATION HEREON. y. Anchor 80I t OUOTE JOB I FURNISHED BY OTHERS Live Ltl (W/Trlb Red) p9t RENAINS THE PROPERTY OF VARCO-PRUCEN ED LOINGS, I IDr TG960B05023206 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER Coll, Ltl (gray ityl: 0,0 pSf (uplift A UNITED DOMINION COMPANY. IT Is PROVIDED FOR ERECTING THE GUILCING Ev oar ev Desc BUILDER GATE AISC SPECIFICATIONS (FY - 36 KSI) . ANCHOR BOLT LENGTH AND METHOD OF Coll, Ltl 1 0.0 psf DsscR[9ED [N THE APPLICABLE PURCHASE ORDER Teton West Construction. Inc. 8/8/96 TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED Wind Speed: X190.0 mph AND SHALL NOT BE MODIFIED. REPRODUCED OR CUBiOMER IILLL..AAMJ''rr11..IIII BY OTHERS. Wino Exp. Cat.: B UBED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN gppgOVAL OF VARCO-PRUOEN mIILOIN°$. AL O Dann Summers LAAJ o� LRo l TIME 1: 14 3. 4, DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. FOUNDATION MUST BE LEVEL. SQUARE. AND SMOOTH. ANCHOR BOLTS MUST BE Ground Snow: 58.3 psf Root Snow: `��35.0 psf HE EN A raR AqD/ R r0p Fs sYLEE� bE$Saws{ LE FOB OU`55 GOOD Loc4r[aN Rexburg,ID METAL BLDG MFG ASSN DRAW/CHECK PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Snow Exp. Cat.: ppD5F IY WpRMM< X{d N E g TI G THiS Vn(sN{ VARCO—PRUDEN ACCURATELY �3 oRAwniG RA'Ar7AG° AErnP�Op B�RNuEH PROJECT seismic zona: Building Use Cat.: 4 S�j 9 L`EQ.R. nRs� 3 pp pRpEELL��iliIj� ryNNryppEAEHHpiAILS p� eSffRIIjN. 548�NG BUILDIS4 4091 Summers 80x80 BUILDINGS PAGE Auxiliary LOetls NONE pd i ETCOP ECrrUSE D TF p d hY tNc SCALE NTS Air lane Han er A UNITED DmTINION COlwaNv It a (4)1 1/4" Dia.A-36 A.Bolts Plate L-1'-1" W-10" T=1/2" Elevation= 101'-D" D1 (4)1 1/4" Dia.A-36 A.Bolts Plate L=1'-1" W=10" T-1/2" Elevation= 101'-0" 2 ] 2" 21 2•' z � m z O FL (2)3/4" Dia.A-36 A.Bolts Plate L-10" W-8" T-3/8" Elevation= 101'-0" D7 On: b033.ce Proiky: 537 Bldg: 1 Plane: 1 2 1/2" PROJECTION (U.O.N.) ELEV TYPICAL ANCHOR BOLT PROJECTION 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY - 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. 4. FOUNDATION MUST BE LEVEL. SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. (4)1 1/4" Dia.A-36 A.Bolts Plate L-1'-1" W-10" T-1/2" Elevation= 100'-0" It VARIES II OM ASE BPLATE� 1/2" H= 0" TYPICAL COLUMN BASE PLATE DETAIL Live LdTW/Trib Red) 20.0 psf Coll. Lo (gravityy): 0.0 psf Coll. Lo (uplift): 0.0 Oaf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 Oaf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zane: 3 Building Use Cat.: 4 Auxiliary LCape _ NONE Wi Plate1L41 Ofi".W-36 Elevation= 100'-0" D4 1/2" DIAMETER CONCRETE ANCHORS (NOT BY VP) JEQ. 3" EQ. 11/4" OPENING WIDTH 1 1/4" NOTE: 1" PROJECTION ABOVE BOTTOM OF JAMB CLIP FRAMED OPENING DETAIL THE INFORMATION HEREON, VARCO-PRUDEN BUILDINGS. EL 03/4" Dia.A-36 A.Bolts Plate L-10" W-8" T-3/8" Elevation- 101'-0" D5 PteL4 iO" W B" T 3/8"s l Elevation= 101'-0" D6 Anchor Bolt T0960805093206 DISC. BUILDER Teton West Construction Inc. M M CUSTOMER Danny Summers METAL BLDG MFG ASSN LOCATION Rexburg,ID VARCD—PRUDEN PROJECT 4091 Summers BOx60 BUILDINGS A UNITED DOMINION COMPANY BUILDING 6 it lane Han er 1: 14 FRAME CLEARANCES Vertical Clearance Under Frame at CX1 = 14'-4" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) PRIMARY FRAMING SIZE CHART . Cat.: o A325 BOLT CONNECTION CHART PART -NO FLG THK X WD WEB THK DEPTH APPROX.SHIP U No Oty Diameter Length 6 @ e 4'-1 13/15" NONE --- START/END LENGTH 1 18 3/4" 2 1/4" CXS 3/811 X 6.0 .250 12.1/47.9 13.3 o 2 14 3/41' 211 FLiABX2 5/BI' X 6.0 .IBB 39.9/18.8 14.4 Do LL 3 18 3/4" 2 1/4" ----- 1/2" X 6.0 .134 18.7/18.9 10.1 3/8" X 6.0 .164 1B.6/31.1 15.0 FLIRBX3 3/811 X 6.0 .164 31.3/19.0 15.0 1/2" X 6.0 .134 19.2/19.0 10.1 5/811 X 6.0 .i8B 19.1/40.1 14.4 CXI 3/811 X 6.0 .250 12.1/47.9 13.3 FRAME CLEARANCES Vertical Clearance Under Frame at CX1 = 14'-4" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) Mu'/x' ASa P"' AT •WDY DAHM wACAS. J� -A A. 1..1.« FLEW. AT om RRAME. Vr LwB RAW. BRACE RNMY FRAME BxB TOA49J RE SIRUCNR.LL IH24RIIY. IH STALL . I.R AVB ALL CM"ECTW BM7 AT ALL LOLAISH. 9x.. CM Mu BRA.El TYPICAL FLANGE BRACE CONNECTION .IHNWS PURYH IN,.... NHPNJWI PRT LM. 4MRE WRUN Alm GIRT CONN INS 4MLM. I 4'-1 iq, e-rn 40'-1 11/10 . Cat.: o o v now: N 1: 12 0) 2 n LL D1 LL U 6 @ 5'-0" (n Us e Cat.: T---I-T 6 @ e 4'-1 13/15" NONE --- v O o 0 0 DO o 0 V v o Q CO LL NI m o o m LL Go LL LL Q Co LL Do LL - - _ --- - - - - - - - - - ----- Mu'/x' ASa P"' AT •WDY DAHM wACAS. J� -A A. 1..1.« FLEW. AT om RRAME. Vr LwB RAW. BRACE RNMY FRAME BxB TOA49J RE SIRUCNR.LL IH24RIIY. IH STALL . I.R AVB ALL CM"ECTW BM7 AT ALL LOLAISH. 9x.. CM Mu BRA.El TYPICAL FLANGE BRACE CONNECTION .IHNWS PURYH IN,.... NHPNJWI PRT LM. 4MRE WRUN Alm GIRT CONN INS 4MLM. I 4'-1 iq, e-rn r� FLIRBX3 _______________ I F`�ABX2 I O I 1 I FB5000 I � I � I I I I I I FB3060 U I I I I I I I I I I i 101'-0----------`------ © 1'-5 11/16" ❑1 3 3/8" On: 0033.ca Projky: 537 Bldg: 1 Plane: 8 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B.(5)(1) 'TURN -OF -NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. :1 f Elevation at Frame Line 1 THIS DRAWING IS SEALED ONLY Igravityyl: 0.0 psf (Up l iftl: 0.0 psf ad: Q mph . Cat.: o o v now: N G W: 0) V .~moi LL D1 LL U 3 (n Us e Cat.: T---I-T v Load. NONE --- r� FLIRBX3 _______________ I F`�ABX2 I O I 1 I FB5000 I � I � I I I I I I FB3060 U I I I I I I I I I I i 101'-0----------`------ © 1'-5 11/16" ❑1 3 3/8" On: 0033.ca Projky: 537 Bldg: 1 Plane: 8 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B.(5)(1) 'TURN -OF -NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. :1 f Elevation at Frame Line 1 THIS DRAWING IS SEALED ONLY Igravityyl: 0.0 psf (Up l iftl: 0.0 psf ad: 90.0 mph . Cat.: B now: 58.3 psf W: 35.0 psf Cat.: 1 Zone: 3 Us e Cat.: 4 v Load. NONE Frame Elevation OESC. au aT.H— wee! rn—Hl II e m I I � O I N FB5000 I I I I r FB3060 I I I I I I I ---------101''=0 METAL BLDG MFG ASSN VARCO-PRUDEN JIII BUILDINGS A UNITED DOMINION COMPANY 1: 14 Q w I 4--1 13/16„ A325 BOLT CONNECTION CHART FRAME CLEARANCES No Oty Diameter Length Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) 1 4 1/2" 1 1/2" 2 4 3/4" 1 3/4" 3 4 3/4" 2 1/4" 4 4 3/4" 1 3/4" 5 4 1/2" 1 1/2" 6 4 1/2" 1 1/2" 7 4 1/2" 1 1/2" 8 4 1/2" 1 1/2" 9 4 1/2" 1 1/2" O o 0 O O N N N N GO .v LL LL FLADCR14 I I I I m I o U Q C) LL n 1A. A..T v.D.. (¢ucm Az Snow,!. S 11/1 AII5 BE_15 A''.- 0.W. .. «+e WNI 1A 5.A neap. A,.H I.Al.ez c,mma.o ♦IMUE , vP- LDXD TD AWARE SIeNENP.LL IX1EOiliK IMIDAL AHD ALL PXUMD T. 51R AT ALL UXC ..S.OAM W T11 ERAw,X6 TYPICAL FIANCE BRACE CONNECTION LAP, WMEL15 PORN LAD URI I. R1.1 ua ane LAP, AMPLE wnuN AND SRT cwomax5 z1MnAn. PRIMARY FRAMING SIZE CHART Building Code: 94UBC Live Ld(W/Trib Red) 20.0 pat Call. Ltl (gravity!: 0.0 psf 1 Call. Ltl !uplift 0.0 pst Wino Speed: 90.0 mph Wino Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 paf Snow Exp. cat.: i Seismic Zane: 3 Buildin g Use rat .: 4 AuxiliaryLoatla NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINSTHEPROPERTY OF VARCG-PRUGEN BUILDINGS. A ON TE DOMINION CONPANY. IT IB PROVIDED FOR ERECTING THE BUILDING oscrnxBEO IN THE APPLICABLE PugcHASE ORDER AND SHALLNor BE MCOIFIEO, REPgODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF MARCO-PRDDEN BUILDING.. E A Cp qrp r RAD/ R To F s E�Q bE5PON5$ L FOS eF@D`ae`TH v00o U W qK MAry X N ER TI 6 THIS 1. c N SOA N FH 4H}s �L�'+� CT£4�Ls R @ ND n1 TNI. oRAWIN4 p1LL� A ppL[[[ EEE veRCD- ENpERqEcFlp EiAILS pp� 9pyLEhy��Y $r� THErL R 'UP OFFFOPi@NPOnAQv Ac tb Frame Elevation PART -NO FLG THK X WO WEB THK DEPTH LOCAnON RexDUr IO APPROX.SHIP VARCG-PRUUEN BU I LU I NGS A UNITED DOMINION torlPANv 12 PRadECT 4091 Summers 80x80 n, 2 PASE 1: 12 START/ENO LENGTH DCC13 .059 X 5.0 2@.059 8.5/8.5 15.6 FL4DCR14 .059 X 5.0 2@.059 Q N B.5/8.5 Q Q N 21.1 FL4DCR15 .105 X 5.0 2@.105 m LL 8.5/8.5 O 1[) 19.0 FL4DCR16 .105 X 5.0 2@.105 O 8.5/8.5 19.0 FL40CR17 .059 X 5.0 2@.059 8.5/8.5 FL40CRI5 21.1 FL40CRI OCC13 .059 X 5.0 2@.059 O7 8.5/8.5 O 15.6 FL40CC19 .059 X 5.0 2@.059 8.5/8.5 16.7 FL40CC20 .059 X 5.0 2@.059 8.5/8.5 rn 1 SB.O FL40CC21 .059 X 5.0 2@.059 j0 8.5/8.5 0 1B.0 0 FL4DCC22 .059 X 5.0 2@.059 0 8.5/8.5 16.7 Q w I 4--1 13/16„ A325 BOLT CONNECTION CHART FRAME CLEARANCES No Oty Diameter Length Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) 1 4 1/2" 1 1/2" 2 4 3/4" 1 3/4" 3 4 3/4" 2 1/4" 4 4 3/4" 1 3/4" 5 4 1/2" 1 1/2" 6 4 1/2" 1 1/2" 7 4 1/2" 1 1/2" 8 4 1/2" 1 1/2" 9 4 1/2" 1 1/2" O o 0 O O N N N N GO .v LL LL FLADCR14 I I I I m I o U Q C) LL n 1A. A..T v.D.. (¢ucm Az Snow,!. S 11/1 AII5 BE_15 A''.- 0.W. .. «+e WNI 1A 5.A neap. A,.H I.Al.ez c,mma.o ♦IMUE , vP- LDXD TD AWARE SIeNENP.LL IX1EOiliK IMIDAL AHD ALL PXUMD T. 51R AT ALL UXC ..S.OAM W T11 ERAw,X6 TYPICAL FIANCE BRACE CONNECTION LAP, WMEL15 PORN LAD URI I. R1.1 ua ane LAP, AMPLE wnuN AND SRT cwomax5 z1MnAn. I H >J ioi'=Qf-----------321_-0"---------------391'=0"--------10-1=Q- ------- -----------30j-- .1 15'-0" 23'-0" Balsa 15'-0" f3'-6" IS N r` ❑2 1'-6 11/16" ❑, 3 3/8" Elevation at Frame Line 4 On: b033.ca Pro)ky: 537 Bldg: I Plane: if THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCG-PRUGEN 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR AA90 BOLTS' SECTION 8. (d) (1) ..TURN -OF -NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. BEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Building Code: 94UBC Live Ld(W/Trib Red) 20.0 pat Call. Ltl (gravity!: 0.0 psf 1 Call. Ltl !uplift 0.0 pst Wino Speed: 90.0 mph Wino Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 paf Snow Exp. cat.: i Seismic Zane: 3 Buildin g Use rat .: 4 AuxiliaryLoatla NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINSTHEPROPERTY OF VARCG-PRUGEN BUILDINGS. A ON TE DOMINION CONPANY. IT IB PROVIDED FOR ERECTING THE BUILDING oscrnxBEO IN THE APPLICABLE PugcHASE ORDER AND SHALLNor BE MCOIFIEO, REPgODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF MARCO-PRDDEN BUILDING.. E A Cp qrp r RAD/ R To F s E�Q bE5PON5$ L FOS eF@D`ae`TH v00o U W qK MAry X N ER TI 6 THIS 1. c N SOA N FH 4H}s �L�'+� CT£4�Ls R @ ND n1 TNI. oRAWIN4 p1LL� A ppL[[[ EEE veRCD- ENpERqEcFlp EiAILS pp� 9pyLEhy��Y $r� THErL R 'UP OFFFOPi@NPOnAQv Ac tb Frame Elevation QUOTE A T0960B05093206 .IDB F 11/16° ry� D )y-) LnAJ LMJ O METAL BLDG MFG ASSN DATE 8/8/96 [USiOMEq Dann Summers 40'-1 11/1611 LOCAnON RexDUr IO VARCG-PRUUEN BU I LU I NGS A UNITED DOMINION torlPANv 12 PRadECT 4091 Summers 80x80 n, 2 PASE 1: 12 6 @ 5'_011 Q Q 2 @ 4'-1 13/1611 Q O Q N Q Q N N a] p Q Q N Q O O N m 01 LL LL LL m LL N 0 N O O 1[) LL LL N ^ O V LL FL40CRI5 O FL40CRI - - - - - - O O7 O O FL4DCR17 O O j I rn 1 I I j0 0 0 0 o o I H >J ioi'=Qf-----------321_-0"---------------391'=0"--------10-1=Q- ------- -----------30j-- .1 15'-0" 23'-0" Balsa 15'-0" f3'-6" IS N r` ❑2 1'-6 11/16" ❑, 3 3/8" Elevation at Frame Line 4 On: b033.ca Pro)ky: 537 Bldg: I Plane: if THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCG-PRUGEN 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR AA90 BOLTS' SECTION 8. (d) (1) ..TURN -OF -NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. BEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Building Code: 94UBC Live Ld(W/Trib Red) 20.0 pat Call. Ltl (gravity!: 0.0 psf 1 Call. Ltl !uplift 0.0 pst Wino Speed: 90.0 mph Wino Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 paf Snow Exp. cat.: i Seismic Zane: 3 Buildin g Use rat .: 4 AuxiliaryLoatla NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINSTHEPROPERTY OF VARCG-PRUGEN BUILDINGS. A ON TE DOMINION CONPANY. IT IB PROVIDED FOR ERECTING THE BUILDING oscrnxBEO IN THE APPLICABLE PugcHASE ORDER AND SHALLNor BE MCOIFIEO, REPgODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF MARCO-PRDDEN BUILDING.. E A Cp qrp r RAD/ R To F s E�Q bE5PON5$ L FOS eF@D`ae`TH v00o U W qK MAry X N ER TI 6 THIS 1. c N SOA N FH 4H}s �L�'+� CT£4�Ls R @ ND n1 TNI. oRAWIN4 p1LL� A ppL[[[ EEE veRCD- ENpERqEcFlp EiAILS pp� 9pyLEhy��Y $r� THErL R 'UP OFFFOPi@NPOnAQv Ac tb Frame Elevation QUOTE A T0960B05093206 .IDB F BUILDER Ev DAT ev Dssc. Teton West Construction Inc. ry� D )y-) LnAJ LMJ O METAL BLDG MFG ASSN DATE 8/8/96 [USiOMEq Dann Summers TIME 1: 14 LOCAnON RexDUr IO VARCG-PRUUEN BU I LU I NGS A UNITED DOMINION torlPANv D.ew/CHECK PRadECT 4091 Summers 80x80 HUNG cCALE BUILDING NTS Air ]dne Han er PASE 40'-1 1: 0 v v o aQ1 p N p C LL P m m LL N LL 8 @. 5'-O" - a PRIMARY FRAMING SIZE CHART 0 0 0 A325 BOLT CONNECTION CHART FRAME CLEARANCES PART -NO FLG THK X WD WEB THK DEPTH APPROX.SHIP ry No Oty Diameter Length Vertical Clearance Under Frame at CX5 = 14'-2 7/8" -- - - - ---r----- - - - - - - ----- START/ENO LENGTH 1 20 3/4" 2 1/4" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) CX5 5/8" X 6.0 .iBB 12.1/41.9 14.3 2 14 3/4" 2" RBX6 5/8" X 6.0 .iBB 39.9/38.8 14.4 3 20 3/4" 2 1/4" 1/2" X 6.0 .134 10.7/iS.9 10.1 3/8" X 6.0 .154 i8.B/31.1 15.0 RBX7 3/8" X 6.0 .154 31.3/19.0 15.0 1/2" X 6.0 .134 19.2/19.0 10.1 5/8" X 6.0 .188 19.1/40.1 14.4 CX5 5/8" X 5.0 .188 12.1/41.9 14.3 40'-1 1: 0 v v o aQ1 p N p C LL P m m LL N LL 8 @. 5'-O" - a 0 0 0 0 0 0 0 p m e m O m CID LL LL CO LL N N LL ry N N - ----r- - --- r -- - - - ---r----- - - - - - - ----- c e 4"-1 13/1 v Building Coda: 94UBC Live Ltl (W/Trib Red) 20.0 psf Call. Ltl (gravity): 0.0 psf Call. Ltl (uplift): 0.0 pef Wind Speed: 90.0 mph Wind Exp. Cat.: a Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic zone: 3 Builtling Use Cat.: 4 Auxiliary Loads NONE __ 0 v Joe r N m m p R m LL V m p m VARCO-PRUUEN BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT 4091 Summers 80x80 scALE BUILUING NTS Airplane Han er N Y B>_In' Ax 7 .,GH. G AGm AS xNwN:. /e AnEC LI! A, -!Fe- .. BPAGEI. Cu[ YC[ 1. 91A..F R Ax dG iNWFZ / • VGVx :<xExnM / n vuia c LuxvuT `' 1 I 1 U-. nD SACC .n LwR i0 AllVPE xINVENML W1EdfIiY. WSrIll. IND ALL GM THIR 4 AT .W. LGCATM9 410NM W Tr119 A.N. TYPICAL FIANCE BRACE CONNECTION CENIM.11V.1 LV A... C Al..! PST LAP. LMRE NRUN A O MYT E ANOCN! 9MILAP �r RBX7 v O \ 2 I m le I rn RBX6 I I I (2)FB40801 (2)FB4080 I I O N O I I I m I (2)FB30441 I21 FB3044 I I I I � I I I I N I I I I I � I I L®I j 1/2" © 1'-6 11/16" ❑1 3 3/8" On: bO33.ca Proiky: 537 Bldg: 1 Plane: 9 Elevation at Frame Line 2 Qr. TS SFAI Fn MI V es TO THE COMPDNFNTR FURNISHED BY VARCD- V �i 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) TURN -OF -NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Is COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. Building Coda: 94UBC Live Ltl (W/Trib Red) 20.0 psf Call. Ltl (gravity): 0.0 psf Call. Ltl (uplift): 0.0 pef Wind Speed: 90.0 mph Wind Exp. Cat.: a Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic zone: 3 Builtling Use Cat.: 4 Auxiliary Loads NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUOEM BUILDINGS. A UNITED DOMINION COMPANY. IT Ie PROVIDED FOR ERECTING THE BUrLDING DESCRIBED IN THE APPLICABLE PURCHABE OROEfl AND SHALL NOT BE MODIFIED. REPRODUCED WRITTEN APPROVAL OF VARCO-PRUDEN 6UILDIRIOR OR USED FOR ANY OTHER PURPOSE WITHOUT .GG E E A L�pyrflAprpa 1qD/pR R TOq �� s VELA b SPONSIBLE FORAL� .R4 Gn0n [ F G I Is FW YG" cpF"o� N"DEEFFH VNfs .10T21-14 E 11, O r!' H[IS DPAN,1 G p A@pp LL[s L LV,AR 0- uuG E NP FT IPIFp DEDA LSLE S��gEN 8q �� fip�J @uALu�YLrvT`G r E cdRAE�r USE ,P`akkT&Y Ric MR. Frame Elevation auOTE E 70960805093206 Joe r BUILDER EV OAT BY Desc. Teton West Construction Inc. (�1 D' W METAL BLDG MFG ASSN DATE 8/8/96 CUSTOMER Dann Summers TIME 1: 14 LOCATION Rexburg,IO VARCO-PRUUEN BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT 4091 Summers 80x80 scALE BUILUING NTS Airplane Han er PAGE 4 FRAME CLEARANCES Vertical Clearance Under Frame at CX5 = 14'-2 7/6" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) n In' A.1 Y.. GUA. AB ..). Y9E B ON /S' AA1A a. Al -W .. di AKS. ONE PK � BBAFN AEUO. AT Guo .BA"cA ,... Y.O.". ilµ� Bfl�KE� -I I/,-.. O A." 910.UENRLL WRTNT OT.. INEINt AT ALL ..I AVOW TG TII EMNINE TYPICAL RANGE BRACE CONNECTION C[NTHUWS VURVN LV .... CON T.OV1..T LAP. XMH£ WPYN .1 O.RT IXNgTW4 YMILY. 62 PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART PART -NO FLG THK X WD WEB THK DEPTH APPROX.SHIP No Oty Diameter Length O START/END LENGTH 1 20 3/4" 2 1/4" CX5 5/8" X 6.0 .188 12.1/41.9 14.3 2 14 3/4" 2" RBX6 5/B" X 6.0 .SBS 39.9/18.8 14.4 m 3 20 3/4" 2 1/4" Go 1/2" X 6.0 .134 18.7/18.9 10.1 N UL N m u- V m 3/8" X 6.0 ,164 18.8/31.1 15.0 _ _ _ I _ RBX7 3/8" X 6.0 .164 31.3/19.0 15.0 T 1/2" X 6.0 .134 19.2/19.0 10.1 5/8" X 6.0 .188 19.1/40.1 14.4 CX5 5/8" X 6.0 .188 12.1/41.9 14.3 4 FRAME CLEARANCES Vertical Clearance Under Frame at CX5 = 14'-2 7/6" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) n In' A.1 Y.. GUA. AB ..). Y9E B ON /S' AA1A a. Al -W .. di AKS. ONE PK � BBAFN AEUO. AT Guo .BA"cA ,... Y.O.". ilµ� Bfl�KE� -I I/,-.. O A." 910.UENRLL WRTNT OT.. INEINt AT ALL ..I AVOW TG TII EMNINE TYPICAL RANGE BRACE CONNECTION C[NTHUWS VURVN LV .... CON T.OV1..T LAP. XMH£ WPYN .1 O.RT IXNgTW4 YMILY. 62 40'-1 11/15' 11/15" 1: 12 v 94. 1: 12 O @ 4'-1 13/16" v e v o 2 @ 4'-1 13/16" 0 m LL m On v o v Go o NO m LL N N LL Go c m' V Go P U_ U N N N UL N m u- V m N - - _ _ _ _ _ _ I _ (2)FB4060 r T rcoA/ v O m OR rn Ir uT In (2)FB4060 (2)F84080o �(2)FB3044 I (2)FB3044 I I I I \ ^ I N I i I I N I 80'-0" ❑3 8 1/2" © 1'-6 11/16" Elevation at Frame Line 3 ni 33/8" On: 0033.oa Projky: 537 Bldg: 1 Plane: 10 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUDEN 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 94UBC THIS DRAWING. INCLUDING THE INFORMATION HEREON. Frame E l Elevation i on QUOTE 6 409 / NOVEMBER 13. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Live LO W/Trib Red) 20.0 psf REMAINS THE PROPERTY OF VARGO-PRUDEN BUILDINGS. T0960805093206 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) Coll. Ld (gravity): 0.0 psf A UNITED DOMINION COMPANY, IT I5 PROVIDED FOR ERECTING THE BUILDING BUILDER GATE TURN -OF -NUT TIGHTENING". 0011. Ltl (uplift): 0.0 psf DESCRIBED IN THE APPLICABLE PURCHASE OHUGE EV DATE BY DESC. Teton West Construction Inc 8/6/96 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Speed: 90.0 mph AND SEUL Nor BE MDDIFIEo, REPRoquCED Ofl USED FOR ANT OTHER PURPOSE NITHOUT PRIOR D rn (� CUSTOMER TIME CLIP CONNECTIONS UNLESS NOTED OTHERWISE, SEE JOB DETAILS FOR BOLT LENGTHS. Wintl Exp. Cat.: B WRITTEN APPROVAL OF VARCO-PRUDEN 9UILDINGs. Dann Summers LMJ LnJ 1: 14 LOO OCA Rexburg, IO 3. INSTALLATION OF AOEGUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. Ground Snow: 58.3 psf Roof Snow: 35.0 psf E A L�pprp pT q ND/ R rOq ��9 bE00 BL Foq QRUR5 0000 pN METAL BLDG MFG ASSN DRAW/c HECK snow Exp. Cat.: 1 ue[ ``s E TI G TN15 PAW iY W qK MA Hg g#i G L. PETE"�E �`� M 7E(B" ` "z "FTS,€ VARCO-PRUDEN PHo4ECT 4091 Summers 80x80 Seismic Zone: 3 4dLy�LpAP L AaF`EPR" € @"qI N°o lis � BUILDINGS BCALE euaDIND PAGE Building Use Cat.: 4 PfLUPEP��$�YNCBAi� i""€2d�@gr�tlsE A UNITED DOMINION COMPANY Auxiliary Loads NONE OF TEMP 4 Y 1C N-. NTS Airplane Hanger O O O T DCC 13 F FL4DCC22 FL40CC21 FL40CC20 FL40CC19 6 U N AUOp O 0 X X JI I 6P I Do 00 CX1 CX5 yy 26'-2" WIN 28'-8" Nis 26.-2" 0 O 0 CO © ROD BRACING MARK LENGTH DIA 6ROD1 29'-9 5/16" 0 3/8' BROD2 29'-3 3/e' 0 3/8' BROD3 30'-B 15/16'0 3/8' 7ROD1 29'-9 5/16" 0 3/8' 7ROD2 29'-3 3/8" 0 3/8" 7ROD3 30'-8 15/16'0 3/8' O O O T DCC 13 F FL4DCC22 FL40CC21 FL40CC20 FL40CC19 6 U N AUOp O 0 X X JI I 6P I Do 00 CX1 CX5 yy 26'-2" WIN 28'-8" Nis 26.-2" 0 O 0 CO © 6" On: b033.ca Projky: 537 Bldg: 1 Plane: 6, 7 THIS DRAWING 15 SEALED ONLY As TO THE COMPONENTS FURNISHED BY VARCG-PRUDEN 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 94UBC THIS DRAWING, INCLUDING THE INFORMATION HEREON, Roof f Primary mar y DUOTE A JOB A NOVEMBER 13. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Live Ld (W/Trib Red) 20.D psf REMAINS THE PROPERTY OF VARCD-PRwEN BUILDINGS, T0960805093206 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) Call. Ld (gravity): 0.0 psf A UNITED DOMINION COMPANY. IT IS PRO VIDEO FOR ERECTING THE BUILDING BUILDER GATE TURN -OF -NUT TIGHTENING'. Call. Ld (uplift): 0.0 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER EV DAL BY DESC. Teton West Construction Inc. 8/8/96 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME, AND GIRT TO Wind Speed: 90.0 mph AND SHALL NOT BE MODIFIED. REPRooucs0 CUSTOMER 0 D CLIP CONNECTIONS UNLESS NOTED OTHERWISE, SEE JOB DETAILS FOR BOLT LENGTHS. Wind Exp. Cat.: B ANY BUILOING9PREBR ALOOF THER WRITTEN[R USED FOR VARCOPOSE WITHOUT Dann Summers L.bL.I L.AA..I LJ'l_I TIME 1: 15 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 58.3 psf E €NNAbEppyrp Cr R eIyDi R TOp LOCATION METAL BLDG MFG ASSN IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Roof Snow: Snow Exp. Cat.: 35.0 psf 1 s E SPONSQBLFI FOF Ag�uRaARi G000 e r W x"A H p "NFEEEgyEI nNGrSrests #�, 16G q DF rXTCH{ PROJECT Rexburg, ID VARCD-PRUDEN ORIH/CHECA Seismic Zane: Building Use Cat.: 3 4 e Ap �p9ey�LRE�TIONYAn�AN11al oFERpENuCJpT T4QL 0 A NG E$Ng�J5e} ,STy NGppppLgqlppgg�ipp EEC♦♦iIiI{AAt$$t�NNNN0p4E {ILS ANNE, 4091 Summers SOxSO /�, El BUILDINGS PAGE AuxiliaryLoads NONE p D� JEE A Y GRz�il�6. cCALE NTS BU ILOING Airplane Hanger A UNITED DOMINION COMPANY ----------- SECONDARY ------------ II ZP36 IF II MARK LENGTH THK DEPTH EZW31 26'-7 1/2" .092 8.5 EZW33 26'-7 1/2" .105 8.5 ZP36 30'-9' .092 8.5 ZP37 30'-10 1/2' .073 8.5 O O (D- EZW31 r -i EZW33 EZW31 n LLWJ1 LLWJJ CLYIJI yy 26•_2•• + 26•_8,. 9} 26•_2 RT Rn,_n° 0 0 I I N CO 0 U) ® JCP052050 Q 6.. I II ZP36 IF II ZP37 I ZP36 U I I II ZP36 II ZP37 I ZP36 I I P36 II II P3 I I ZP36 I I I I I I 36 II II I 37 I I I 36 I I I I I 36 II 37 I 36 I I II II II ZP37 I I ZP36 I I I I P36 II II LP37 I I ZP36 I I I I ZP37 ZP36 II ZP36 II ZP37 I ZP36 I I II ZP35 II II ZP37 I ZP36 SA5017 (TYP.) I I II ZP36 I ZP37 ZP36 I II ZP36 II II ZP37 I I ZP36 I I I I II ZP36 II I ZP37 I ZP36 I I I II ZP35 II ZP37 I ZP36 I I II ZP35 II ZP37 I ZP36 I I II ZP36 ZP37 ZP36 n LLWJ1 LLWJJ CLYIJI yy 26•_2•• + 26•_8,. 9} 26•_2 RT Rn,_n° 0 0 I I N CO 0 U) ® JCP052050 Q 6.. On: bO33.ca Prpjky: 537 Bldg: 1 Plane: 6, 7 THIS DRAWING Is SEALED ON -Y As To THE COMPONENTS FURNISHED BY VARCG-PRUDEN 1. UNLESS NOTED. USE 1/2' DIAMETER A-307 BOLTS FOR PURLIN LAP, PURLIN TO FRAME. FLANGE BRACE TO FRAME. AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND. FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. TED. 3. WHEN REMOVSAG AL OANGLE ESLOTS NINFADJJACENROOF TAPURLINS CING TDOUNOTRALLIGNUOROARE AOMITTED. N IS PFOIELOIBENO A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -DRILLING STRUCTURAL FASTENER. 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE i6' OR LESS. Building Cod 94UBC Live Ld (W/Tr1b Red) 20.0 psf Coll. Ld (9ravit ): 0.0 psf Coll. Ld (uplift 0.0 psf Wind Speed: 90.0 mph Wind Snow: 58.3 psf Ground Root Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zane: 3 SuI, ding Use Cat.: 4 Auxiliary Laatl9 NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY °F VARIO-IMNIIN BUILDINGS, A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BU [LDIRD DESCRIBED IN THE APPLICABLE PURCHASE ORDER SEPNooucsD AND SHALL NOT BE OTHER OR USED FOR ANY OTHER PURPOSE WITHOUL PRIOR PURPOSE wgrrGreN evvfl9vAL of vegco-PRUDEN euxLOxNGs. E 0 EERA S,$I�TJAf�TER AR'I �R'�f�TOP Fg s Lv E N L Fo e u A GooO pyyeFz Y W KNA[r! P ,[NEN G }M15 RppyNE° ET�QL'OEQ@ `�NWX[�Xj'HIs DgewING X Lp dePPppLII�pp9uL5(E ypq[[O-�ee pEEggFTfriIzpINC14AILS P�OPFF`Fq[GIiI �Y $reLUO�N iNE COFFECI USE o TEEMMPOFFiIi�gpY Hect, F. Roof Secondary QUOTE A T0980805093206 UDe e BUILDEfl Ev oar 9v DE9Q: Teton West Construction Ins. M M p LMJ LM! METAL SLOG MFG ASSN DATE 8/8/96 CUSTOMER Oa nn Summers TIME 1: 15 LOCATION RB Xb ur I0 VARCO-PRUDEN �'�• BUILDINGS A UNITED DOMINION COMPANY ORpw/c HECK PRCJEci 4091 Summers 8OX80 SCALE BU ILQ INa TS A1r ]ane Han er PAGE ----------------- SHEETING ---------------- COMPONENTS FURNISHED BY VARCO-PPUOEN 1. Install Sheeting From Left to Right 2. PRE -GRILLING 1/8' DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 33 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 3. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 4. SEE JOB DETAIL$ FOR SHEETING AND TRIM FASTENER SPECIFICATION. Buildin� Cod 94UIIC Live Ltl W/Tr ib Red) 20.0psf Call. Ltl (gravity): 0.0 psf Coll. Ltl (uplift 0.0 psf 1 Wind Speed: 90.0 mon Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf snow Ex cat.: 3 p'pdp Seismic Zane: 3 e,I ding use cat.: 4 Auxiliary ad NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF MARCO-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY. Ii Ia PROVIDED FOR ERECTING THE BUILDING pESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NDT BE MaoxrxsD. RwgaouOFO 08 USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUDEN BUILDINGS. E G gFpALL PpOaRqTp i q o pa ¢aEpr0p �;' SO E`Y RESPONS L� F �CcuflAiE 0000 y9 YGv p�NWHCA NQa [N F� ni THIS ETAqps�Dii Q@ `�NcE�iH F�iT ORdWING p L d @Veq uyppg Ng TT NNDEpTAas d��gA a€ R �}SB� s`48C °oYdC g €cd @gTrUSE 6 E PRAY tlflectliE. MARK LENGTH THK COLOR (FINISH) JOB I EV DATE BY OE50. BUELDER Teton West ConStruCti On Inc. D �� METAL2BLDG MFG ASSN PRR39'-5 35/36' 26 Standard Color (GALVM) TIME 1: I5 LocenaN Rexbur ID VARCD—PRUDEN BUILDINGS A UNITED DOMINION COMPANY PRR2 3'-6' 26 Standard Color (GALVM) scALE eutLDING NT8 Air lane Han er PAGE O O \v- O M W i 1 1 I I I I I I I 0 ED On: b033.ca Projky: 537 Bldg: I Plane: 6, 7 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PPUOEN 1. Install Sheeting From Left to Right 2. PRE -GRILLING 1/8' DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 33 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 3. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 4. SEE JOB DETAIL$ FOR SHEETING AND TRIM FASTENER SPECIFICATION. Buildin� Cod 94UIIC Live Ltl W/Tr ib Red) 20.0psf Call. Ltl (gravity): 0.0 psf Coll. Ltl (uplift 0.0 psf 1 Wind Speed: 90.0 mon Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf snow Ex cat.: 3 p'pdp Seismic Zane: 3 e,I ding use cat.: 4 Auxiliary ad NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF MARCO-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY. Ii Ia PROVIDED FOR ERECTING THE BUILDING pESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NDT BE MaoxrxsD. RwgaouOFO 08 USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUDEN BUILDINGS. E G gFpALL PpOaRqTp i q o pa ¢aEpr0p �;' SO E`Y RESPONS L� F �CcuflAiE 0000 y9 YGv p�NWHCA NQa [N F� ni THIS ETAqps�Dii Q@ `�NcE�iH F�iT ORdWING p L d @Veq uyppg Ng TT NNDEpTAas d��gA a€ R �}SB� s`48C °oYdC g €cd @gTrUSE 6 E PRAY tlflectliE. Roof Sheeting QUOTE I TO960805093206 JOB I EV DATE BY OE50. BUELDER Teton West ConStruCti On Inc. D �� METAL2BLDG MFG ASSN DATE 8/8/96 cusrOMER Dann Summers TIME 1: I5 LocenaN Rexbur ID VARCD—PRUDEN BUILDINGS A UNITED DOMINION COMPANY oRew/cwscn PROJECT 4091 Summers Box B0 scALE eutLDING NT8 Air lane Han er PAGE ----------- SECONDARY ------------ MARK LENGTH THK DEPTH CGO 6'-2 1/4" .059 8.5 GAAiOIO 20'-0" .059 RKAOS 20'-0" .059 ZG2 5'-0 3/4" .059 8.5 --------------- FRAMED OPENINGS - FOP -LOC- MARK LENGTH 1 HEADR 12CW93 59'-11 1/2' 1 JAMBL 12FBW89 16'-10 3/4' 1 JAMBR 12FBWSI 15'-10 3/4' THK DEPTH .073 .065 .065 T I ❑2 GFA411 ❑1 GFA310 i I I I z ZG2 Building Code: 94UBC L1ve Ld IW/Tr1d Rao) 20.0 psf Call. Ltl (gravit 1: 0.0 psf Coll. Ltl (uplift 0.0 psf Wind Speed: 90.0 mph Exp. Cat.: B Ground Grountl Sna w: 58.3 Oaf Roof Snow: 35.0 Oaf Snow Exp. Cet.: i Seismic Zone: 3 Building Use Cat.: 4 Auxiliary LOBOS NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING TXE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SEALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUDEN BUILOINGs. HE ENE�AI ft�NiRpfDi�R A�/Q� RFI TO� �s s LEL FESPONSFey L FO A`f u e OOI Y W RNMAN X P N E T I$ `1d c �J C ntsO Me IN[{DfH p({s x qG ET gYLS EFEP N Opp IN XIS DRAWING A GL 4BLE VL RLO-y�}N(� 3 p`EERpELp♦IN[p{NP,OE 4IL5 p4g� APyLLL quSiRY 4AL�t . THE COPRW §SE Ok Pr"'VUEH'kYYl�p...ME.V I G THHHE ZG2 I I I I I =O I I I BUILDEfl EV DATEBY DESC. Teton West Construction Inc. 1 COO OCGO CUSTOMER Dann Summers 1 I m /, up ORAw/crvscn PROJECT 4D91 summers 80x80 I I I I I I I I I I -------------------------------------------------------------------------------------- I I I I BA1 JBCS JBCI f 10'-0" } 60'-0" f0'-0" 80'-0" WALL ELEVATION AT WEST ❑2 GFA411 ❑1 GFA310 On: 0033.ca Projky: 537 Bldg: 1 Plane: 2 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRWEN I. UNLESS NOTED. USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Building Code: 94UBC L1ve Ld IW/Tr1d Rao) 20.0 psf Call. Ltl (gravit 1: 0.0 psf Coll. Ltl (uplift 0.0 psf Wind Speed: 90.0 mph Exp. Cat.: B Ground Grountl Sna w: 58.3 Oaf Roof Snow: 35.0 Oaf Snow Exp. Cet.: i Seismic Zone: 3 Building Use Cat.: 4 Auxiliary LOBOS NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING TXE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SEALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUDEN BUILOINGs. HE ENE�AI ft�NiRpfDi�R A�/Q� RFI TO� �s s LEL FESPONSFey L FO A`f u e OOI Y W RNMAN X P N E T I$ `1d c �J C ntsO Me IN[{DfH p({s x qG ET gYLS EFEP N Opp IN XIS DRAWING A GL 4BLE VL RLO-y�}N(� 3 p`EERpELp♦IN[p{NP,OE 4IL5 p4g� APyLLL quSiRY 4AL�t . THE COPRW §SE Ok Pr"'VUEH'kYYl�p...ME.V I G THHHE Wal I Secondary OUOTE A T0960BOB093206 JOB f BUILDEfl EV DATEBY DESC. Teton West Construction Inc. M D Ty -I L.AAJ M METAL BLDG MFG ASSN GATE 8/8/96 CUSTOMER Dann Summers TIME LOCATION RexOur ID /, VARCO-PRUDEN BUILDINGS A UNITED DOMINION cOlwArvv ORAw/crvscn PROJECT 4D91 summers 80x80 BUILDING ec<Lt NTS Air lane Hen er PAGE _________________ SHEETING _____-_-________ ___----------__-_--___ FOM MARK LENGTH THK COLOR (FINISH) 20'-3" PRW16 2'-8' 26 Arctic White (SP) PRW17 2'-11' 26 Arctic White (SP) PRWIS 3'-2' 26 Arctic White (SP) PRW19 3'-5' 26 Arctic White (SP) PRW2 17'-10 1/2' 26 Arctic White (SP) PRW20 3'-8° 26 Arctic White (SP) PRW21 3'-11' 26 Arctic White (SP) PRW22 4'-2' 26 Arctic White (SP) PAW23 4'-5" 25 Arctic White (SP) PRW24 4'-B' 26 Arctic White (SP) PRW25 4'-11' 26 Arctic White (SP) PRW3 18'-1 1/2' 26 Arctic White (SP) PRW4 SB' -4 1/2' 25 Arctic White (SP) PRW5 10'-7 1/2' 26 Arctic White (SP) _____________________ 1. Install Sheeting From High Point (s) t0 LOW Point (S) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PPE -DRILLING 1/B' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS TRIM ___----------__-_--___ FOM MARK LENGTH COLOR (FINISH) ^ M W LLlMo METAL BLDG MFG ASSN CT20 20'-3" Arctic White (KXL) LDcen DN Rexburg,ID EAIL ORAw/CHECK Patrician Bronze (SP) BUILDING SCFLE NT$ Air lane Han er EA1R Patrician Bronze (SP) PPC1 Patrician Bronze (SP) PRFs Stormy Blue (KXL) RFR10 f0'-0" Patrician Bronze (KXL) RKF20 20'-3" Stormy Blue (KXL) I OF10 10'-3" Arctic White (KXL) I HTSIO f0'-6" Arctic White (KXL) i JT07 7'-4 3/4" Arctic White (KXL) 1 JTIO 10'-3" Arctic White (KXL) PPCS (51 RFR10,_ l3) RKF20 _ _ _ _ _ _ _ _. __ _. _ - - - - - - - - - _ _ _ (2) RKF20 EAI L. PRF1 - ^ m m N a ry ; ; R 2 i ; N a ry m al - GO - x z n ¢ a n n a O l) n u I a n u n °' n n a. I I I I I I NI O yl Iq e of GO ¢ y O n Q_a g � I I I I I I I :1 1 WALL ELEVATION AT WEST O EAIR, PRFS On: b033.ca Projky: 537 Bldg: 1 Plane: 2 THIS ORAWING IS SEALED ONLY AS r0 THE COMPONENTS FURNISHED BY VARCO-PRUOEN 1. Install Sheeting From High Point (s) t0 LOW Point (S) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PPE -DRILLING 1/B' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS Building Code: 94UBC Live Ltl (W/Trib Red) 20.0 psf Call. Ltl (gray ity): 0.0 psf Call. Ltl uplift 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf snow Exp. Cat.: 1 Seismic zone: 3 Building Use Cat.: 4 AuxiliaryLOBdS NONE THIS CRANING, INCLUDING THE INFORMATION HEREON,QUOTE REMAINS THE PROPERTY OF YARco-PAUDEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PRGVIDEO FOR ERECTING THE BUILDS Descfl[esD m THE APPLICABLE PugcHASE oflDER AND SHALL NOT BE MODIFIED, REPS OUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOfl WRITTEN FOR ANAL OF YARCO-PREEN BV ILDINGB. E NE A NTRA r R D/ R rOR s$`CEL9 $B $Ows [$L$ F A u�Asi$ GOOD V11>LpIiY W qK MA p P N $ G TpIS pg IIIN g a H 4'H s AP L zyp;L YAR EcrI N CRANING, +$ k�Cs$ �$NcE IN IHxs DRAwTNG � � AkFS �Rl RY 1 RN�AM Pd R� NFNG i0 0 TEMPO V aA[ Ni` 0 COPRE Cr USE wa 1 1 Sheeting A T0960805093206 JOB A BUILDER [v oAr Br D[sc. Teton West Construction,Inc. ^ M W LLlMo METAL BLDG MFG ASSN GATE 8/8/96 cusiOMBR Dann Summers TIME 1: 15 LDcen DN Rexburg,ID VARCO-PRUDEN �1� BUILDINGS A UNITED DOMINION COMPANY ORAw/CHECK PROJECT 4091 Summers 80 BO BUILDING SCFLE NT$ Air lane Han er PAGE SECONDARY MARK LENGTH THK DEPTH 3CG6 22'-9 1/2" .059 8.5 CGA 11'-8 3/4" .059 8.5 CG5 14'-9 1/2" .059 8.5 GAA1010 20'-0" .059 CG5 RKAOS 20'-0" .059 ZG10 14'-9 1/2" .059 8.5 ZG11 22'-9 1/2' .059 8.5 Z014 2'-1 1/8" .059 8.5 ZG9 11'-8 3/4" .059 B.5 (3)GAA1Oi0. (3)RKAOS f2] rAAe- 13'-6" © 2'-2 3/8" (TYP. LAP) © GFA201 On: b033.ca Projky: 537 Bldg: 1 Plane: 3 1. UNLESS NOTED. USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME. FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT. JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 15'-0" 80'-0" WALL ELEVATION AT EAST Live LOiW/Trlb Real 20.0 psf Call. La (gravity): 0.0 psf Call. La (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: S Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zana: 3 Building Use Cat.: 4 15'-0" Wall Second OESC. BUILrEq`^— ^^L 13' META MFG METAL BLDG MFG ASSN VARCO-PRUDEN JplBUILDINGS A UNITED DOMINION COMPANY 1: 15 ZG11 — �RgUB I I I F�M ZG10 ZG11 ZG9 Q I I I ZGSO I I I © - CG4 CG5 I 3CG6 CG5 CG4 Q I I I I I I I I I Li I I I I I I Lj 13'-6" © 2'-2 3/8" (TYP. LAP) © GFA201 On: b033.ca Projky: 537 Bldg: 1 Plane: 3 1. UNLESS NOTED. USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME. FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT. JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 15'-0" 80'-0" WALL ELEVATION AT EAST Live LOiW/Trlb Real 20.0 psf Call. La (gravity): 0.0 psf Call. La (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: S Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zana: 3 Building Use Cat.: 4 15'-0" Wall Second OESC. BUILrEq`^— ^^L 13' META MFG METAL BLDG MFG ASSN VARCO-PRUDEN JplBUILDINGS A UNITED DOMINION COMPANY 1: 15 3 2 _________________ SHEETING ---------------- --------------------- -______ TRIM ---------------------- ____MARK MARK LENGTH THK COLOR (FINISH) FOM MARK LENGTH COLOR (FINISH) PRW10 19'-10 1/2" 26 Arctic White (SP) CT20 20'-3" Arctic White (KXL) PRW11 20'-1 1/2" 26 Arctic White (SP) EA1L Patrician Bronze (SP) PRW12 20'-4 1/2' 26 Arctic White (SP) EAiR Patrician Bronze (SP) PRW13 20'-7 1/2' 26 Arctic White (SP) PPC1 Patrician Bronze (SP) PRW14 20'-10 1/2" 25 Arctic White (SP) PRF1 Stormy Blue (KXL) PRW15 21'-1 1/2' 26 Arctic White (SP) RFR1O 10'-0" Patrician Bronze (KXL1 PRW2 17'-10 1/2" 26 Arctic White (SP) RKF20 20'-3" Stormy Blue (KXU PRW3 SB' -1 1/2' 25 Arctic White (SP) PRW4 16'-4 1/2' 26 Arctic White (SP) PRW5 18'-7 1/2" 26 Arctic White (SP) PRW5 18'-10 1/2" 26 Arctic White (SP) PRW7 19'-1 1/2" 25 Arctic White (SP) PRWa 19'-4 1/2' 26 Arctic White (SP) PRW9 19'-7 1/2' 26 Arctic White (SP) Ca I Q PPCS On: bO33.Ca Pr0)ky: 537 Bldg: 1 Plane: 3 SECONDARY LION WALL ELEVATION AT EAST THIS DRAWING IS SEALED ONLY AS TO THE Building Code: 94UBC Live Ld IW/Tr1b Red) 20.0 psf RE Call. Ld (gravlty): 0.0 psf A' Coll. Ld (Uplifty: 0.0 psf DE Wind Speed: 90.0 mph AN, Wind Exp. Cat.: B on Ground Snow:58.3 psf HR, Root Snow: 35.0 psf SS� Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 Wall Sheetin DES.. BUILDER` L ^ M Q METAL BLDG MFG ASSN VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMPANY 1: 15 SECONDARY MARK LENGTH TNK DEPTH C619 26'-7 1/2' .073 8.5 CG20 26'-7 1/2' .073 8.5 ZG22 26'-7 1/2' .073 8.5 ZG23 26'-7 1/2' .073 8.5 ROD BRACING MARK LENGTH DIA 4R004 31'-10 3/8' 0 3/4" 26' WALL ELEVATION AT SOUTH © 6" On: bO33.ca Projk Y: 537 Bldg: 1 Plane: 4 2, WIND AND FLANGE BRACING ARE TAN.INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Live LLd (grab te): 0..psf SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Call. Ltl (upliftyyl: 0.0 psf REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED, Coll. Ltl (: ttl. 0.0 psf Wind Exp.Spee96.0 Mph Wind Exp. Cat.: B Ground Snow: 58.3,0 Oaf Roof Snow:psf Snow Exp..3535.0 Cat.: 1 Seismic Zone: 3 6u11[lf ng Use cat.: 4 Wall Secondar DESC. BUILDER` IN 99 3 C2 MM METAL BLDG MFG ASSN VARC BUILDINGS A UNITED Dr.1.1 v rnw.a.. 1; 15 SECONDARY MARK LENGTH THK DEPTH CG19 26'-7 1/2' .073 8.5 CG20 26'-7 1/2' .073 8.5 ZG22 28'-7 1/2' .073 8.5 ZG23 26'-7 1/2' .073 8.5 ROD BRACING MARK LENGTH DIA 5ROD4 31'-10 3/8' 0 3/4" 11 26'-2" 0 6" On: bO33.ca Projky: 537 Bldg: 1 Plane: 5 1. UNLESS NOTED. USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP. GIRT TO FRAME. FLANGE BRACE TO FRAME. FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 26' -0" WALL ELEVATION AT NORTH THIS DRAWING IS SEALED ONLY AS Building Code: 94UBC L1ve LdW/TribRed) 20.0 psf Coll. Ltl gravity): 0.0 psf Call. Ltl uplifty: 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 THEINFRUDEN ONHEREGN, WalI SecondarlI Secondar VAFCO-FRUBEN ON 111NG9, Y. ING THE BIRLOING EV DAT BY OESL. BU IL DE:% 1 BLE PURCHASE ORDER a....♦ n --- O I CO I METAL BLDG LMFG ASSN VARCO-PRUDEN �^ BUILDINGS A UNITED DOMINION COMPANY 1: 15 I I I I ZG22 I s'90� I � II ZG23 ZG22 I I I I CG19 G I I CG19 � I I N I I I 9 Q,OD I I I (4) BAS I 26'-2" 0 6" On: bO33.ca Projky: 537 Bldg: 1 Plane: 5 1. UNLESS NOTED. USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP. GIRT TO FRAME. FLANGE BRACE TO FRAME. FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 26' -0" WALL ELEVATION AT NORTH THIS DRAWING IS SEALED ONLY AS Building Code: 94UBC L1ve LdW/TribRed) 20.0 psf Coll. Ltl gravity): 0.0 psf Call. Ltl uplifty: 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 THEINFRUDEN ONHEREGN, WalI SecondarlI Secondar VAFCO-FRUBEN ON 111NG9, Y. ING THE BIRLOING EV DAT BY OESL. BU IL DE:% 1 BLE PURCHASE ORDER a....♦ n --- O I CO I METAL BLDG LMFG ASSN VARCO-PRUDEN �^ BUILDINGS A UNITED DOMINION COMPANY 1: 15 s I3 2 ----------------- SHEETING _---_-_--_--_--_ MARK LENGTH THK COLOR (FINISH) PRWi 18'-4' 26 Arctic White (SP1 0 m I On: bo33.ca Prolky: 537 Bldg: 1 Plane; 5 LOCAT BEAMS WALL ELEVATION AT NORTH Wall THIS DRAWING IS SEALED ONLY AS STEM, Building Code: 94USC PROHIBITED. Live Ld9W/Trib Red) 20.0 pef ICATION. Coll. Lo (gravity): 0.0 psf FASTENERS Coll. Ld (uplift): 0.0 psf LAP Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf 4091 summers Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 Wall Sheeting SUITE' T D9fi080509320fi OESO. BUILDER Teton West Construction Inc.��1 fV cusTaxEq Dann�T��—1 Summers LUJ U LµJ LrL] METAL BLDG MFG ASSN LDCR IDN Rexburg,ID PROJECT VARCO—PRUDEN 4091 summers BUILDINGS Buaomc Airplane Hangar er A uNl reD DowIN1 oN cDMReN, 1: 15