17 E MARINE VIEW DR 2019 Plans 2025-09-29 (4)

NUT TYP. AT ALL COLUMNS I_ ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER �➢ EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. HARDENED 2, ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE WASHER FILL WITH 1" SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI), FL 4'� �102mm) NON-SHRINK GROUT (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS PROJECTION AFTER COLUMN S OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD r ¢ ,BASE IN PLACE OF TRANSFERRING FORCES FROM ANCHOR RODS TO VARIES PLATE FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED F E a E x BOTTOM OF = - AND DETAILED AS °CAST-IN-PLACE" ANCHOR RODS WITH o = w BOTTOM OF COLUMN COLUMN _ _ = FLOOR SNUG TIGHT' CONNECTIONS. BASE PLATE ELEV, BASE PLATE LINE = E z E Z � 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. `n ^ in w DD _ = ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN J T u TOP OF FOUNDATION - CONSIDER ON THIS DRAWING WING OR STEEL WILL NOT FIT, THE BUILDER m ANY SPACE BETWEEN THE FOUNDATION 0< 'a'Wa• IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS AND COLUMN BASE IN ANCHOR ROD I J O �EVELING NUT PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 WIDTH DTH LENGTH REQUIREMENT p d ° O • W/STANDARD VARIATIONS ARE SUMMARIZED BELOW; 2 1/2" 1.2 1/�2" 2 1/2" 2 1/2" �n W m HARDENED a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE 641 mm 64mm '� s4 STD = 1/2" (13mm) O Q _j WASHER (TYP) GROUP; +-1/5" THE 4' PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE m m } b. CENTERS OF ADJACENT AR GROUPS; +-1/4' �- IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD FLUSH = 0" (Omm} ro C. TOPS U AR'S; +-1/2" LENGTH, A DIFFERENT PROJECTION MAY BE REQUIRED BY THE q d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS FOUNDATION DESIGNER. L ALONG COLUMN LINE; +-1/4" PER 100FT., N07 TO D1 (4)1" Dia. GR36 Anchor Rods D2 (4)1 1/4" Dia. GR36 Anchor Rods THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF EXCEED 1" TOTAL Plate W=1'-l" Z=1'-111 Plate W=11-1" L=11-1" THERE IS INTERFERENCE WITH OTHER PARTS. TYPICAL COLUMN e. LINE;DIM FROM CENTER OF ANY AR GROUP FROM COLUMN +-1/4' Dim: A=1'-0" Dim: A=11-011 BASE PLATE DETAIL GROUTED BASE REQUIREMENT 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE Elev.=1001-111 Elev.=1001-111 SUGGESTED ANCHOR ROD PROJECTION REACTIONS REPORT. 1 2 3 4 5 6 7 8 9 �a . D1 D2 D2 D2 D2 D2' D2 D2' D1' c-I 1 I I 1 I I I I 1 I I I 1 I I 1 1 I I I I 1 I I 1 I 1 I I 1 1 I I 1 I I I 1 1 I I I I I I I 1 1 I 1 I 1 I I I I I I 1 I I I I I 1 I I 1 I I 1 1 1 I I I I I 1 1 I I I I I 1 I I 1 I I I I I I I 1 I I D1 D2 ID2 D2 D2 D21 D21 D21 D1' a 25'-0"+261-0.1+271-01,+28'-0"+27'-0"+27'-0"+27'-0"+26'-0" 1 ��CiK W£ wAs` 215'-0" s�� BL BL ANCHOR ROD PLAN 56 92, E fSS�ON L �tG� 04/08/201 P [7] Dimension Key PERMIT SET-For Building Dept.Approval Finished Floor Elevation=100'-0" Unless Noted Otherwise) THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildin <'>THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 9s BAYS. COLUMN BASE REACTIONS,BASE PLATES AND ANCHOR RODS ARE DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT 3200 Players Club Circle Memphis TN 38125 ANCHOR ROD PLAN AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER Bue DBR JOB# WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRIOR WRITTEN APPROVAL F VP B ILDIN REV DATE BY DESCRIPTION CHG Building Systems,Inc. 18-040734 TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMERCadman DATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS OC"T'o" Everett Washington VP BUILDINGS 4.5.2019 , FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRAWNCHECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PRaeCT Cadman Everett Bldg 1 Jac REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS JBUILDEI SPO# 28103 vac vERSION: 2018.2b 7 E4 4/4/2019 16'46'53 FILe""ME:Cadman 1 odlasionoreweSwpeBmmnysNoro,a.rioa,k.