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t 010 1. w -- 1 I A -� Elev= 99'-0" I I E Elev= 99'-0" I I L__J E Elev=99'-0" I I Wind -Bent L__J E Elev= 99'-0' I I L__J E Elev= 99'-0' I L__J E Elev= 99'-0" ILL L__J F Elev= 98'-6" I I I I. L__J L__ F Elev= 98'-6" G O tE U r7 0 •� 49-8- p I a Q c 4" step in F.F. 7 5/8" I o f QT F001 m I o - Elev= 99'-0" x B Elev= 99'-0" B Elev= 99'-0" B Elev= 99'-0" B Elev= 99'-0" B Elev= 99'-0" C Elev= 98'-6" C Elev= 98'-6" D = 98'-6' Elev r -1 r I = r Wind -Bent = r I =HH r I=; I r r r I =I I =1� O I _ H H J J=I \ C / F 119 2" 00 TF001 �F00-1 ' t\ O I 4'-0" N '-0' '-0' 29'-11 3/4", '_0' '-0' 30'-5 1/2" -0I '-0' 27'-8 3 4" '-0' '-0' 28-0 1 4" 32'-0 7 8" 33'-11 3 4" 134'-5 1 2" 31'-8 3 4 32'-0 1 4" ANCHOR BOLT PLAN NOTE: All Base Plates © 100'-0" (U.N.) EXISTING BLDG. 4'-0" STEEL LINE FINISH FLOOR Ilil o � o� o F SECTION A n e EXISTING BLDG. _ STEEL LINE 0 BASE ANGLE WITH w DOME HEAD NAIL OR EQUAL W/ N 1 7/16" EMBEDMENT LENGTH 0 2'-6' MAX. SPACING o (BY OTHERS) o A O N F- w I U I��filr - 0 A D G N IMPORTANT NOTES: NOTCH AREA INDICATES 1 1/2• INCH BY 1 1/2" INCH F001 cV FOO 1 1 1 2" \ RECESS FOR METAL WALL SHEETS. THE SHEETS \ _ SHOULD NOT TOUCH THE BOTTOM OF THE NOTCH, 00 00 WHICH WOULD VOID THE WARRANTY! O L0 B SECTION -0' 20'-1" _0' -0"I °-0' 2'-0" oO -'n 1'-2" STEEL LINE 24'-1" 23'-11 1/2 24'-8 1 /4" ' STEEL LINE 1 1/2' BASE ANGLE WI STEEL LINE 8 1/4" (MIN) DOME HEAD AILiOR EQUAL W/ STEEL LIN 1 7/16" EMBEDMENT LENGTH 0 2'-6" MAX. SPACING FINISH (BY OTHERS) 11 1/2' FLOOR 1-1" PANEL " 2 4 2 3 112 1 1 2" 2 4 2 BASE CLOSURE FINISH FLOOR \ \ (MIN) MF COLUMN w WAIR,' EL.+100'-0"LF zL__- o : EL.+98'-6" _ _I -L=1 C IETf-LI ' a a I- w a --'- - =1JILI 1- • U . II . -IFII- IMPORTANT NOTES: RAMP II Il NOTCH AREA INDICATES 1 1/2" INCH BY 1 1/2- INCH (IF REQ'D.) ¢' RECESS FOR METAL WALL SHEETS. THE SHEETS a SHOULD NOT TOUCH THE BOTTOM OF THE NOTCH, • WHICH WOULD VOID THE WARRANTYI SECTION SECTION SECTION SECTION U E F G GENERAL NOTES: NOTE: CITY. SYMBOL DIA. PROJ ANCHOR BOLT DETAIL 1O THE ANCHOR BOLT DETAILS SHOWN ON THIS DRAWING LOCATE THE _ + 1 1 ANCHOR BOLTS IN REFERENCE TO BOTH THE BUILDING STEEL LINE AND THE OUTSIDE OF GSC'S SUGGESTED PANEL RECESS OF 1-1/2•. ONLY ANCHOR BOLTS SETTING PLAN ISSUED & STAMPED "FOR DETAIL OF ANCHOR BOLT PER THE 32 S/8" /-8 2" RETHE ANCHOR BOLT SETTING PLAN LOCATES ANCHOR BOLTS IN CONSTRUCTION" SHALL BE USED IN SETTING ANCHOR SUPPLIER IE 16 3/4' 2 1/4 FERENCE TO THE WTSIDE OF THE PANEL RECESS SHOWN. IF THE ACTUAL PANEL RECESS IS DIFFERENT FROM WHAT IS SHOWN ON THE BOLTS. 'GENERAL STEEL CORPORATION' SHALL NOT BE RESPON- _ 7/g 2 3/4 ANCHOR BOLT SETTING PLAN,THEN ALL REFERENCE DIMENSIONS FROM SIBLE FOR ERROR OR DISCREPANCY IF THE DRAWING USED NUTS &WASHERS 70 1 3 THE OUTSIDE OF THE PANEL RECESS MUST BE DETERMINED BY THE CUSTOMER. IS NOT VALID FOR CONSTRUCTION. BY SUPPLIER 1 1/8 3 —1/2— (D BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. (UNLESS NOTED) I- 1 1/2 3 1 2" ANCHOR BOLTS NOT BY GENERAL STEEL CORPORATION Low Eave ov� FINISH FLOOR 8 1/4" MF COLUMN EL.+100'-0" EL.+99'-O".-__IS 1I al - II • Il SECTION �/ / C 12 D r® • k J UN 2 9 2012 0 g25 o RAMP r e • (IF REQ'D.) SEALING OF THIS DRAWING •� S • IMPLY ea c OR CONSTITUTE THAT GSC GLAW NGINEER or IS THE ENGINEER OF RECORD VESIGNS AT r PROFESSIONAL FOR THIS PROJ ►•THE A DESIGN OF THE METAL BUILDIN `_• FURNISHED BY GSC IS INCLUDED. p Q �• •�� ANALYSIS, ELECTRICAL, AND MECH ••O F1 \ • �, SYSTEMS, AND/OR OTHER PARTS ANYONE OTHER THAN GSC ARE SPECI p N AL� ��`� EXCLUDED. NO INSPECTION OR SUPERVISIO """,IA1A IMPLIED. ISSUE DESCRIPTION DATE DRN CHK DES. DESCRIPTION ANCHOR BOLT PLAN A APPROVAL/PERMIT 50/12 NMH JYW JEP CUSTOMER Sunrise Properties 0 CONF./CONSTRUCTION 5/29/12 JMD MYG JEP . END USER Sunrise Properties END USE Commercial E� LOCATION 6520 Fort King Road Zephyrhills, FL 33542 e NMH afaan JYW — JEP Q... NOT TO SCALE s"Fs w 4d859 doe - 96295 anc: A Main ow xn: F001