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Home My WebLink AboutANCHOR BOLT PLANS - 99-00030 - Ricks College - Vehicle StorageVP BUILDINGS VARCO-PRUDEN 1. MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT CAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS GENERAL NOTES ASTM DESIGNATION A529 OR A572 OR A570 OR A607 A570 OR A607 A572 A36 OR A572 A653 OR A792 A307 AND A325 GRADE 50 GRADE 55 GRADE 65, UNLESS NOTED FY= 36 KSI OR GRADE 50 GRADE 50 A307, UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR 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. ncmm - sv w:v* Lc_ x' cacwcc �_ u' mec STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE se'orrtvxcaeonm NINTH EDITION, AISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". I -v s/e' i spy �s. m, M L_ s• r r PER SECTION 80.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE DUwRR _ K _ TURN -OF -THE -NUT METHOD. LJ sulavE � � �� anPec �/`R• � �` � I suRF.cc � �s' R :1Z/•' s• ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND RODF INT -T m�F- —T MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE 4e '� I� MIS �h � RESPONSIBILITY OF THE ERECTOR TO ASSURE_ PROPER TIGHTNESS. STANDING SEAM ROOF PANELS (SSR) PANEL RIB ROOF & WALL PANELS (PR) VEE RIB WALL PANELS (VR) SPAN LOC WALL PANELS (SL) 4. BUILDER / CONTRACTOR RESPONSIBILITIES VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE 2 1/8' 2 1/2• CONTRACT DOCUMENTS, VP BUILDINGS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. (A VP BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) 50' T IN CASE OF DISCREPANCIES BETWEEN VP BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, UP THE VP BUILDINGS PLANS SHALL GOVERN. 22'-6" 22'-0" IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND -.�. IS + 22 -0 22 -0 _ 20 -6" C," NECESSARY PERMITS FROM CITY, COUNTY, STATE. OR FEDERAL AGENCIES, AS REQUIRED. 2 ' 2 �/2- APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. 6 1/2" GIRTS / PURLINS I ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VP BUILDINGS APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, o ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE 2Fi/2T 2 /2 0., 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 VP BUILDINGS DESIGN AND T DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. ''I THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. 50• 8 1/2' T j ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE UP TO BE CONSIDFRED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC ILI,DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS 5 FURNISHED AS PART OF THE PURCHASE ORDER, Me BUILDINGS ASSUMPTIONS WILL GOVERN. c -1I THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS ` 2~I I o. COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING �. �' Di SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER 8 1/2" GIRTS / PURLINS OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY VP BUILDINGS, N COMPLIANCE WITH I/2' ALL REQUIREMENTS OF THE PURCHASE ORDER. I.] THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL T - BUILDING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS "FOR CONSTRUCTION" DRAWINGS, TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPON OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 11 1/2 500 OR 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH THE FOL IN 14' CERTIFICATIONS: 10 JI!— ICSO FA -240 AISC MB CERTIFIED Q I CITY OF LOS ANGELES TYPE 1 FABRICATOR CITY OF SEATTLE �Z) Q CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION a� <11 1114" PURLINS -I ('•"! �� q�f N\` REVIRInN ulsTnPV DRAWINGS DATE DESCRIPTION LATEST SET VOIDS ALL PREVIOUS PLANS Building code: 97UBC Live Ed(W/Trib Rea) 20.0 Def Cell. Ed (gravity): 0.0 PSI Call. Ed (uPLLf LI. 0.0 Psi wind Speed. 60.0 .,in Wind Exp. Cat.: C Ground Snow: 50.0 Pal Roof Snow: 35.0 PSI Snow Exp Cat.: 3 Seismic Zane: 3 Building Use Cat.: 4 Auxiliary Loads NONE THIS DKIMFG. INCWgNO ME iNIORWTION HEREON. REWJNS THE PROPERTY OF W aUWNGS IT 5 PRONGED SOLELY FOR ERECTING THE OU4pNG DESCRIBED W THE MPLICABLE NRCHASE ORDER ANO SWL NOT 9E MODIFIED. REPRWUCED OR USED FOR MY OTHER PURPOSE WTH*U1 TRIER WknEN WFNOvu OF w BURgxcs. COVER SHEET SU.DER Teton West Cor L0fdi.N Rexburg , ID "4b5' ERiCkS College VH Storage NLW. NWE BOx f lOx f6 oe ND. CA99027650-002 CA9926 70 -Of -OE -1 ar07/ 15/99 0: 42 VP BUILDINGS VARCO-PRUDEN C =1 3 1 7 0 nn�� 6 20 DN m 20 0Y 20� n m 9O D PPTT'9i �4y UID D2 D7 D9 Dll D13 DS I I I I i I I I I i I I D3 I D6 I I I I I I I I I I D3 D6 I I I II I Dl D8 ! D10 48 D12 D14 D4 ❑3 l'-0" 02 1,-6" 01 6" On: filesry Prolky: 29297 Bldg: I plane: I 1. CONCRETE, OU GRT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO B6 FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY = 36 xSI) . ANCHOR BOLT LENGTH AND METHOD OF BY OTHERS. TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED 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. � y, d Z' -n" i 22, -oil 6 2O' 110'-0" RI Y RT FOR CONSTRUCTION -X- = Framed ape17127q avi dfh Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) In,. W..,fg 1s Sealed Only as to the c°mponents lurntene° by VP Buildings Building Code: 97UBC Live Ld(W/Trib Red) 20.0 psf This Drawing. Includln me Infornat ooh hereon, remains the property di VP au,Idinga. Anchor Bolt gloiE / JOB e Coll. I'd (gravity): Coll. 0.0 psf It /s Provided for Erecting the 9utlding CA99027650-002 CA9 26570 -01 -OE Id (uplift) Wind Speed: 0.0 p9f 80.0 mph deacrloed in the Aad Lcadle Pw[neae Q^a r and snap not he m diced. rePreduced EV 0/TE DY Cf Sc. BUILDER Teton West Construction, Inc. DATE 07/15/99 wind Exp. Cat.: C or used for any other Purpose Without Pr mr cusTMER Ground Snow: 50.0 psf Britten Approval of VP Bdudings. Ricks College TIME Roof Snow: 35.0 psf Te al Contractor Erector s laf LOCATION WVP 10:42 snow Exp. Cat.: 3 G6an .o/.r pons in ie ro°e� it rate, good -Jix 4 lemon;nip n erecting this Rexburg ID MAN/CHECK Seismic Zone: Building Use Ca 3 9 q lienaiis°rr'mieianceun;n [sols Dr..snV n� 1 le P �w ld mos Erect sGn Oeteils agi Inpustry Standards PBaJECT 4091 R1Ck3 College VH StOcd E BUILDING$ VARCO—PRUDEN AuxiliaryLoads NONE telnfnq to or°oer t,o,, n hiding ine cornet use f [emD.r.ry acing. SO BUILDING PAGE HIS 60x130x16 G 2 3. 4. NJ (213/4" 01a.A-36 A.Bolts Plate L=]0" W=6" T=3/8" Elevation= 102'-0" D1 I III oI T Q 2 1/2' 2 1/2' Platlea L Dia.; 1-369» Bo 3/8" Elevation= 100'-0" Q l0 2 1 2' rtr 2 1/2' L (2)3/4" Dia.A-36 A.Bolts Plate L=10" W=B" T=3/8" Elevation= 102'-0" D2 (4)1" Oia.A-36 A.Bolts Plate L=1'-1" W=9" T=3/8" Elevation= 100'-0" D8 T Q N r- - . Q a III (4) 1" Dia.A-36 A.Bolts (4)1" Dia.A-36 A,Bolts Plate L=1'T=3/8" Plate L=1' -I" W=9" T=3/8" Elevation= 100 100'-0" Elevation- 100'-0" _ D13 D14 filesry Prolky. 29297 Bldg. I Plane: 1 IN ISHED ICRETE. BV GROOTHUT, ERSANCHOR BOLTS, ANO ANY OTHER EMBEDDED ITEMS ARE TO BE IHOR BOLT DIAMETERS WERE DETERMINED By ALLOWABLE SHEAR AND TENSION PER 'C SPECIFICATIONS [FY - 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF NSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED OTHERS. LOADSIGN NOATIONMUST DBEELEIEL. SQUIRE URAND HSMOOTH. ANCHOR ED ON OTHER CBOLTS SMUST BE URATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. 0 (213/4" D1a.A-36 A.Bolts Plate L=i0" W=8' T=3/8" Elevation= 102'-0" D3 (4)1'* Did.A-36 A.Bolts Plate L=1' -f" W=9" T=3/8" Elevation= 100'-0" 2 1/2" PROJECTION (U.O.IN.) BOTTOM OF COLON BASE PLATE ELEV. TYPICAL ANCHOR BOLT PROJECTION Tnis Live LO(W/Trib Redl 20.0 psf Coll. Ld (gravity l: 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 80.0 mph Wind E.P. Cat.: C Ground Snow: 50.0 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 3 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE (4)3/4" Oia.A-36 A.Bolt5 Plate L=1'-1" W=8" T=3/81- Elevation= =3/8"Elevation= 102'-0" D4 0 (4)1" Oia.A-36 A.Bolts Plate L=1'-1" W=9" T=3/8" Elevation= 100'-0" D10 I IBOTTOM OF COLUMN BASE PLATE STD = 1/2" 1 FLUSH = 0" TYPICAL COLUMN BASE PLATE DETAIL Oralln°, tnclua YA 1n1 in rornat ron nereon. ns tOe °ro°erty pr VP 6UI IO Ings, o ievP°eu°iainoi ��°°t °r t°r M (4)3/4" Dia.A-36 A.Bolts Plate L=1'-1" W=8" T=3/8" Elevation= 102'-0" D5 el Q 2 1/2' 7L (4) 1" Dia.A-36 A.Bolts Plate L=1' -i" W=9" T=3/8" Elevation= 100'-0" 1)11 N 1/8' Q (2)3/4" Dia.A-36 A.Bolts Plate L=10" W=8" T=3/8" Elevation= 102'-0" D6 (4)1" Dia.A-36 A.Bolts Plate L=f'-1" W=9" T=3/6" Elevation= 100'-0" D12 1/2"ANC DIAMETER BY VP) FOR CONSTRUCT1 ANCHORS (NOT BY VP) V+ 2314�� te 1 1 /4" OPENING WIDTH 1 1/4" _ Y L�'; curb cc,;"O' n NOTE: 1" PROJECTION ABOVE 4LIP `IV)r9 BOTTOM OF JAMB CLIP 1R"Jr'1ry%��+t FRAMED OPENING DETAIL DEsc. Anchor Balt I°°iEe 07/15/1 E IO' 42 VP BUILDINGS pe<x,ceEc VARCO-PRUDEN PPGE�: TL 2 1/2' 2 1/2- T Q N r- - . Q a III (4) 1" Dia.A-36 A.Bolts (4)1" Dia.A-36 A,Bolts Plate L=1'T=3/8" Plate L=1' -I" W=9" T=3/8" Elevation= 100 100'-0" Elevation- 100'-0" _ D13 D14 filesry Prolky. 29297 Bldg. I Plane: 1 IN ISHED ICRETE. BV GROOTHUT, ERSANCHOR BOLTS, ANO ANY OTHER EMBEDDED ITEMS ARE TO BE IHOR BOLT DIAMETERS WERE DETERMINED By ALLOWABLE SHEAR AND TENSION PER 'C SPECIFICATIONS [FY - 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF NSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED OTHERS. LOADSIGN NOATIONMUST DBEELEIEL. SQUIRE URAND HSMOOTH. ANCHOR ED ON OTHER CBOLTS SMUST BE URATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. 0 (213/4" D1a.A-36 A.Bolts Plate L=i0" W=8' T=3/8" Elevation= 102'-0" D3 (4)1'* Did.A-36 A.Bolts Plate L=1' -f" W=9" T=3/8" Elevation= 100'-0" 2 1/2" PROJECTION (U.O.IN.) BOTTOM OF COLON BASE PLATE ELEV. TYPICAL ANCHOR BOLT PROJECTION Tnis Live LO(W/Trib Redl 20.0 psf Coll. Ld (gravity l: 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 80.0 mph Wind E.P. Cat.: C Ground Snow: 50.0 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 3 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE (4)3/4" Oia.A-36 A.Bolt5 Plate L=1'-1" W=8" T=3/81- Elevation= =3/8"Elevation= 102'-0" D4 0 (4)1" Oia.A-36 A.Bolts Plate L=1'-1" W=9" T=3/8" Elevation= 100'-0" D10 I IBOTTOM OF COLUMN BASE PLATE STD = 1/2" 1 FLUSH = 0" TYPICAL COLUMN BASE PLATE DETAIL Oralln°, tnclua YA 1n1 in rornat ron nereon. ns tOe °ro°erty pr VP 6UI IO Ings, o ievP°eu°iainoi ��°°t °r t°r M (4)3/4" Dia.A-36 A.Bolts Plate L=1'-1" W=8" T=3/8" Elevation= 102'-0" D5 el Q 2 1/2' 7L (4) 1" Dia.A-36 A.Bolts Plate L=1' -i" W=9" T=3/8" Elevation= 100'-0" 1)11 N 1/8' Q (2)3/4" Dia.A-36 A.Bolts Plate L=10" W=8" T=3/8" Elevation= 102'-0" D6 (4)1" Dia.A-36 A.Bolts Plate L=f'-1" W=9" T=3/6" Elevation= 100'-0" D12 1/2"ANC DIAMETER BY VP) FOR CONSTRUCT1 ANCHORS (NOT BY VP) V+ 2314�� te 1 1 /4" OPENING WIDTH 1 1/4" _ Y L�'; curb cc,;"O' n NOTE: 1" PROJECTION ABOVE 4LIP `IV)r9 BOTTOM OF JAMB CLIP 1R"Jr'1ry%��+t FRAMED OPENING DETAIL DEsc. Anchor Balt I°°iEe 07/15/1 E IO' 42 VP BUILDINGS pe<x,ceEc VARCO-PRUDEN PPGE�: