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HomeMy WebLinkAbout54,IoT ALL BOLTS To BE ' NOTE: LD -- - ' - ._ - ' FIELD _OCATE AND DRILL ,2j G° rlr NCTGu g t/2" r\G'JIALL z n^ �,:� ALL BOLTS :0 BE g� /2 X 'j2' A_25 (49 a0' GIRT FLANGE a -EN CORNER CO"Ut"N _ _ - - _ / 2 2' 325 9080` D, - L - FANGE `:i'IDFH EXCEEDS T TIGH EN BO�7S -0 �SN_;G Gr _ �-IP GRT r, O Y 1/ A (4 AME,ER HOLE} N ZE- GIR' (GC5) I TO AT-ACH JAMB !CONDITION AS DE=INED BY THE aY BE SHOP TIGH BO_TS TO SNUG TIGHT" IAISC/RCSC 'S�EC�F!CATON FO^i ( COI\�CITICN AS DEFINED BY THE _ �iE_DEC GC2j STRI,CTJRA_ .;0 N -S L'S'NG ASM = /2 - 1� lI li RISC/RCSC "SPECIFICATION FOR 325 CR A49C BOL -S 3�-S- 'STRTC-TRA.L JOINTS USING ASTM COLUMN 1325 OR A490 BOLTS" SEE FRAME SEC71.3' %2" OR 8 1/2'C i� FOR CL'P 'BARK � �'� ZEE GIRT v® GIRT OLES / ELEvA-ICN H 'JAY ..� \��\\ 8 1/2„ INSET V', DIRT I II GIR- G_I� IIp 6 1/2„ OR 8 1/2 II 6 /2" CR b '/[ 1/4-1- x 1/4 ENDV)/,L S DE'iIAL_ GPT S-RIJCT FSNR� GIRT PER ANG E 6 1/2" M CORNER * �� -- - i�,. 0 A i GIRT CL'P (GCC-) vv�I'� 3 2 3/4" /,- STRUC- FSNR—GIRT FILLER �rB,(SINGLES„ 55307) (:1 , l 1 vI '408) AE G- _ _. A�1/22 PER ANG_E DcuBLE-IGHN07: FIELD NOTCH 8 /2 ENOwAtL Y FLANGE WHE2 CORNERCOLUMN7% I, A l \ I 6 1/2" OR 8� /2" j JAMB, SINGLE r � OR DOUB'_E A i JAMB BASE CLIP fi II j (JBC1) (s 8 1/2" .IAMB II i (JB02) @ 6 1/2' JAM3 I II FRAMED opENl��IG �� �- ANCHOR BOLTS 11 I� I I ; I 2-24 x STRUCT \ 1 FSNR (56101) 2 PER „IAMB (ALTERNATE: TACK WELD) 4" 4 ^I N I© \ � T 00L- -J — < co it I SECTION A -A JAIUB BASE ATTACHVE_NT I; E 1/2" OR 8 1/2" JAMB I V1520ASV4 R 69/20/95 NOTE: ALL BOLTS TO BE- -- BE I, BOLT 325 9080' OTE AL- BOLTS TO BE / / (4 , i _ (Z I Is/ x 1 1/2" A325 (49080) 2" X , " 2" A325 9686` 2,. TIGHTEN BOLTS T 0 "SNUG TICH-" A - , - 5;� TIGHT": 8 1/2 'CR 6 1/ 2" CONDITION AS DEFINED BY THE - - T BOLTS TO "SNUG TIGHT"[ FACADE TOP GIRT E., B> THE I CONI TION AS DEFINED BY THE AISC/RCSC "SPECIFICATION FOR i 8 4, JA -,VB. .0 __=-__FiCA-'ON FOR CISCfRCSC "S�ECIFICA.TION FOR ;I STRUCTURAL JOINTS USING ASTM! /� S - L .`S l.�SiNG ASTit/,` - �� S:NG_E CR _ _ __ _ _ STRUC URAL JOINTS USING ASTM 325 OR A490 BOLTS" i a --_ __ T� �i� 325 OR A490 BOLTS" COU _E :j I ' Ac; oI j = _ IC)! II v- 8 1/2„ - r 6 1/2' OR 8 1/2"111!1�2 \ ZEE GRT iNG JAMB, SINGLE � j i ` OUTSIDE FACE OF FACADES SECT IOfv A -A 5-�� --- , � �- T ,tom JAMS INS20D21 1 _ _ IAVB IVVS20FU' A� TCP G PT CONNECTION NNECTION I F - G__ 1 T S2D41 8 i 2" ZEE SIR-, 8 2' JA�UB ==-= S'NG2E AMB / E / I 8 I /2" CR 6 112" STRUCTURA,- Ff AMiNG (JERT:CALl WS2Go2V5 R 04/01/2000 •`-2o�9v4 - - III �-25A1a1 04/01/2000 j ENDBAY MELD DRIL ROCF PUR i"! 'c) 9/-6" -'v^^LES IN STRI,T- 1 I i —CSE STR,,,, iiii \ J,J jI �\ F I: � I \ I FACADE COLUMN FOR FLANGE -'H EX, SUPPORT BE. =!_�RLIN HOLES , I (SBX-) MAY BE GAGE BEAb? r.IiGN SI'vG V D 7" AS IJ (I� III NOTE: ALL BOLTS TO BE GIRT FILLER TIGHTEN BOLTS TO "SNUG TiG`1T"I 1 ANGLE -G�A-` VDITION AS DEFINED BY THE SE TION A -A GIRT CONN. AT CCRi��r R OCL�'�`\ „+;ic 2;J,; J �- H C"F?N7 R �0 Iiyif�i �S= �' �.✓I H' ,� S T O -IRT , i S' �lv �.� 0,4 21 ANY OUTSET GIRT ,AT E�f1, AwY Ou-SE-T SIR- AT S'd�; _-=_- _ .- AT EW, 8 1�2" INSET GIRD AT SJv' j ;I 8 1/2" JAMB, ANY ZEE GIRT EA(_- BE (COLUMN Su PO RT BEAM r � 3 Vf5t 2D2V6 R 04/01/2000 N52042„5 R 014/01/2000 CONN. TO PURLIN STRUT ,I I FS31 A'v1 Ca/�/2000 I' THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC I, A l \ I 6 1/2" OR 8� /2" j JAMB, SINGLE r � OR DOUB'_E A i JAMB BASE CLIP fi II j (JBC1) (s 8 1/2" .IAMB II i (JB02) @ 6 1/2' JAM3 I II FRAMED opENl��IG �� �- ANCHOR BOLTS 11 I� I I ; I 2-24 x STRUCT \ 1 FSNR (56101) 2 PER „IAMB (ALTERNATE: TACK WELD) 4" 4 ^I N I© \ � T 00L- -J — < co it I SECTION A -A JAIUB BASE ATTACHVE_NT I; E 1/2" OR 8 1/2" JAMB I V1520ASV4 R 69/20/95 NOTE: ALL BOLTS TO BE- -- BE I, BOLT 325 9080' OTE AL- BOLTS TO BE / / (4 , i _ (Z I Is/ x 1 1/2" A325 (49080) 2" X , " 2" A325 9686` 2,. TIGHTEN BOLTS T 0 "SNUG TICH-" A - , - 5;� TIGHT": 8 1/2 'CR 6 1/ 2" CONDITION AS DEFINED BY THE - - T BOLTS TO "SNUG TIGHT"[ FACADE TOP GIRT E., B> THE I CONI TION AS DEFINED BY THE AISC/RCSC "SPECIFICATION FOR i 8 4, JA -,VB. .0 __=-__FiCA-'ON FOR CISCfRCSC "S�ECIFICA.TION FOR ;I STRUCTURAL JOINTS USING ASTM! /� S - L .`S l.�SiNG ASTit/,` - �� S:NG_E CR _ _ __ _ _ STRUC URAL JOINTS USING ASTM 325 OR A490 BOLTS" i a --_ __ T� �i� 325 OR A490 BOLTS" COU _E :j I ' Ac; oI j = _ IC)! II v- 8 1/2„ - r 6 1/2' OR 8 1/2"111!1�2 \ ZEE GRT iNG JAMB, SINGLE � j i ` OUTSIDE FACE OF FACADES SECT IOfv A -A 5-�� --- , � �- T ,tom JAMS INS20D21 1 _ _ IAVB IVVS20FU' A� TCP G PT CONNECTION NNECTION I F - G__ 1 T S2D41 8 i 2" ZEE SIR-, 8 2' JA�UB ==-= S'NG2E AMB / E / I 8 I /2" CR 6 112" STRUCTURA,- Ff AMiNG (JERT:CALl WS2Go2V5 R 04/01/2000 •`-2o�9v4 - - III �-25A1a1 04/01/2000 j ENDBAY MELD DRIL ROCF PUR i"! 'c) 9/-6" -'v^^LES IN STRI,T- 1 I i —CSE STR,,,, iiii \ J,J jI �\ F I: � I \ I FACADE COLUMN SUPPORT BE. =!_�RLIN HOLES (SBX-) MAY BE GAGE BEAb? NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 (49080) TIGHTEN BOLTS TO "SNUG TiG`1T"I 1 VDITION AS DEFINED BY THE AISC/RCSC "SPECIFICATION FOP, �..c '�SNG AS-. STRUCTURAL_JO �II . Id , 1325 OR A49C BOLTS" EA(_- BE (COLUMN Su PO RT BEAM r � 3 CONN. TO PURLIN STRUT ,I I FS31 A'v1 Ca/�/2000 i THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC ONLY TO THE WORE PRODUCT OF Live Load: (Not Reducible) 20.00 psf VP AND DESIGN ANL PERFORMANCE Coll. Load:Gravity 5.00, Uplift 0.00 psf REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES Wind Speed: 71.00 mph NOT APPLY TO THE PERFORMANCE Wind Exposure: B OR DESIGN OF ANY OTHER PRODUCT Ground Snow: 20.00 , Roof Snow: 20.00 psf OR COMPONENT FURNISHED BY VP Snow Exposure Category: 3 EXCEPT TO ANY DESIGN OR PER- Seismic: Zone 1 FORMANCE REQUIREMENTS Building Use:Standard Occupancies SPECIFIED By VP. REMAINS THE PROPERTY OF VP BUILDINGS. I I VP Buildings, Inc. IT IS PROVIDED SOLELY FOR ERECTING THE BU LDING DESCRIBED IN THE APPLICABLE PURCHASE OR ER AMID SHALL NOT BE MODIFIED, REPRODUCED OR USED FO ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY OR MANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF I EMPORARY BRACING. i 6., MAX CONCRETE FSNR AT 48" O.C. (NOT BY V.P.) i I BASE MEMBER 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION NTS 10/24/2001 6:13:17 I_Wq p; �,Q,\STfR 2- N Fa : PI STATE OF kI d Oma'.,*NDIANP� 1t�LIN '40060*0 BUILDING SED'S BUILDER Systems Builders, Inc. CUSTOMER Capitol Construction LOCATION Indianapolis, Indiana PROJECT OH0111248-OlOElDWGS BUILDERS POk FILENAME OH0111248-010E1DWGS.vpc JOB It OH0111248-01 DATE 10/2/2001 P BUILDINGS DRA —HECK VARCO-PRUDEN GJS GJS GE PA VPC VERSION 2 . 6 51012