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- T ! i I 1 CONCRETE, GROUT, ANCHOR RODS. AND ANY OTHER ! 1 /2" (13mm) DIAMETER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. 11_0„ 1, �„ 2 1/2" (64mm) CONCRETE ANCHORS 2 UNLESS OTHERWISE SPECIFIED, MANUFACTUER ASSUMES 1 CONCRETE HAS A COMPRESSIVE STRENGTH OF 3(W PSI. 305mm (BY BUILDER) 305mm PROJECTION (U.O.N.) fl 3. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE BOTTOM OF COLUMN W _L SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). VARIES ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ri I ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING BASE PLATE ELEV. E FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE f7 E BOTTOM OF DETERMINED BY OTHFRS q E N E o f n COLUMN o E o = W 4 UNLESS OTHERWISE SPECIFIED. ANCHOR RODS ARE E LENG N Cl)E F- 0 BASE PLATE N E U, J O DETAILED WITH A PITCH AND GAGE OF 51NCHES ASSUMING "CAST -IN -PLACE" ANCHOR RODS WITH *SNUG O LU -l" — TIGHT' CONNECTIONS. 11/4" OPENING WIDTH 11/4" 5. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH u� tEE - E ANCHOR ROOS MUST BE ACCURATELY PLACED AS SHOWN 1 32mm 32nsm ON THIS DRAWING OR STEEL WILL NOT FIT. i� E i LSFSH1= = /2 13mm v NOTE: 1" 25mm PROJECTION ABOVE ( ) 6. THE BUILDER IS RESPONSIBLE FOR ACCURATE- SETTING 4'1 ( ) OF ANCHOR R,RZS WITHIN INDIVIDUAL COLUMN ROD LU0" (Omm) BOTTOM OF JAMB CLIP GROUPS •TOLERr+NCE ••1!8". DIMENSIONS BETWEEN I 21/2" 21/2'• 102mm 21l2 21/2 ANCHOR ROD GROUPS - TOLERANCE ••114".ERECTION mm mm i BAmm 6� aI� TYPICAL ANCHOR PER MB..-TEEL COMPONENTS ANDARBESTCTICE AND PLUMB TYPICAL COLUMN PER MB..,,, CODE OF STANDARD PRACTICE FL T REACTIONS REPORT DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE FL ROD PROJECTION FRAMED OPENING DETAIL BASE PLATE DETAIL _ --__-----.--__..._A/-) Dia. A36 A. Rods D3 (4) 1 Dia. A36 A"Rods D1 (4)3/4" Dia. A36 A.Rods �Plate W=8" L=1'-1" L=10" Plate W=9" L=1'-]."Elevation=100'-0" 115'-0" IElevation=1001-0" 1 2 3 4 5 6 7 8 9 I-10'-9 3/4" 10'-9 3/4" :-9'-9 3/4" �(�� {�10'-9 3/4" 10'-9 3/4" CKC� - r 1 I I I 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 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 1 I I I I I 1 1 I I I I I 1 1 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 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 1 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 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 1 I I O I I 1 I I I I I I I I I O O 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 Q 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 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 W 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 Dl D3 D3 D3 D3 D3 D3! D3. D1 w I I I I I I I I I 10'-9 3/4" 1 10'-9 3/4" 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" Thomas W. Truxton k P.E. No ANCHOR ROD PLAN I Buildings, In 'sl oq VP Builds Inc. 1140 West Mountain Street Kernersville, NC 27284 2 11 -9 3/411 1 3 1 -4 1/2" = FOR CONSTRUCTION u Dimension Key Finished Floor Elevation = 100'-0" (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 5200 Players Club Circle Memphis TN 38125 REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES AN OTHER VAL OF VP PURPOSE BUIWITGS.UT PRIOR WRITTEN REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBNO NOT APPLY TO THE PERFORMANCE 09_7858 OR DESIGN OF ANY OTHER PRODUCT CUSTOMER OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Mike Lynch DATE RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP 4/2/2009 LOCATION EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida VP BUILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, VARco PRUDEN DRAWNICHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT WheeltlaSt FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER A BlueScope Steel Company ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PON PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 3 4/21/2009 8'68'40 rmcmmmc' Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc.