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1 I CONCRETE, GROUT, ANCHOR RODS, AND ANY OTHER 1/2"(13mm) DIAMETER I EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. N4. 2 1/2" (64mm) CONCRETE ANCHORS 2 UNLESS OTHERWISE SPECIFIED, MANUFACTUER ASSUMES 305mm 305mm I PROJECTION (U.O.N.) (BY BUILDER) CONCRETE HAS A COMPRESSIVE STRENGTFI OF 3000 PSI 3. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE d SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KS0, BOTTOM OF COLUMN W VARIES ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR BASE PLATE ELEV. ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING I E FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE E E i7 E BOTTOM OF DETERMINED BY OTHERS. c o Q E 4� = W _ COLUMN LENG 0 4 UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE ^� E N m E 0 W BASE PLATE DETAILED WITH A PITCH ANU GAGE OF 5 INCHES I o -( C N Z 7 _ 7 ASSUMING "CAST -IN -PLACE" ANCHOR RODS WITH "SNUG W m —Q(/ TIGI IT"CONNECTIONS. 11/4" OPENING WIDTHE _j 11/4" SFOUNDATION MUST BF!LEVE'L,SQUARE AND SMOOTH � V7 n E 32mm 32mm ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. -.. I N E L FLUS=H 1/2" (13mm) 6. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING 1 4"� I r � NOTE: 1" (25mm) PROJECTION ABOVE OF ANCHOR RIDS WITHIN INDIVIDUAL COLUMN ROD •(P—,IL- `v = 0" (0mm) BOTTOM OF JAMB CLIP GROUPS -TOLERANCE —I ", DIMENSIONS BETWEEN 102mm j ANCHOR ROD GROUPS - TOLERANCE +1/4" ERECTION 2 1/2" 2 1/2" 2 1/2" 2 1/2" OF STEEL COMPONENTS MUST BE STRAIGHT AND PLUMB TYPICAL ANCHOR PER MBMA CODE OF STANDARD PRACTICE -a m — mm s^mm "I � TYPICAL COLUMN FL FL 7 DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE ROD PROJECTION FRAMED OPENING DETAIL BASE PLATE DETAIL REACTIONS REPORT ......... _ -. _ _ -- -- — D1 (4)3/4" Dia. A36 A.Rods �p2 )3/4" llia. A36 A. Rods D3 (4)1" Dia. 36 A.Rods Plate W=fi" L=1'-l" IP to W=8" L=10" (Plate W=9" L=1'-1" Elevation=100'-0" .evatiori=115'-O" Elevation=100'-0" .{^10'-9 3/9"{�}--10'-9 3/4"19'-9 3/9"10'-9 3/4"—,�--{--��-10'-9 /4" C� - I I T I I I I I I D1 D3 D3 D3 D3 D31 D31 D31 D1 I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I 1 I I I I I I I I I I I i I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I t I I I I I I I I I i I I I I I I I p I I I I I I I I I I I O I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I i A I i I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I i 1 I I I I I 1 I I I I I I I I I i I I I I I I I I I I I I I I I I i I I I I I I I I I i I I I I I I I I I I i I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I t I I I I I I 1 I I I I I I I I I I D1 63 D3 D3 D3 D3. D31 D31 D1 w I I I I I I I I I 10'-9 3/4" 1 10'-9 3/4" 1 19'-9 3/4" 10'-9 3/4" 1 10'-9 3/4" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 200'-0" e homes W. T P.E. No. S7109 169 vP Buiwi�gs.1 ,' ANCHOR ROD PLAN q/Z 1140 West MountMn SWd KWnWOVIV% NC 27264 2 1'-9 3/411 1 -4 1/2" FOR CONSTRUCTION LI Dimm ension Key Finished Floor Elevation=10G'4' (Unless Noted Otherwise) THIS DRAWING, INCLUDING THE INFORMATION HEREON, THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING ANCHOR ROD P LA N VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DATE BY DESCRIPTION BUILDER JOBNO NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. Canco General Contractors 09-7858 OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER Mike Lynch DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION Zephyrhills, Florida VP BUILDINGS 4/2/2009 FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, VARCO PRUDEN DRAWN/CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# A BlueScope Steel Company PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 3 4/21/2009 8.58•40 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc.