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HomeMy WebLinkAbout1254.97.7} c L LA c c c c r 4 Q 4 4 4 4 4 25' -0 25' -0 6' -6 _ 12' -0 6' -6 25' -0 150' -0 OUT /OUT OF CONCRETE 25' -0 25' -0 25' -0 ENDWALL STEEL LINE 3" 2" ANCHOR BOLT � l SIDEWALL STEEL LINE RECESS BY CUSTOMER IF REQUIRED 3" 2" U--/�I � Z � 1 l RECESS BYJI ANCHOR CUSTOMER I ENDWALL BOLT IF REQUIRED I STEEL LINE SEE PLAN FOR COLUMN DIRECTION 2� ANCHOR BOLT 0 -I SIDEWALL STEEL LINE RECESS BY CUSTOMER IF REQUIRED ANCHOR BOLT PLAN NOTE: ALL BASE PLATES ARE AT FINISH FLOOR ELEVATION. NO PROVISIONS ARE MADE FOR GROUT. WIND BENT ANCHOR COLUM BOLT o I SIDEWALL STEEL LINE TRECESS BY 4 CUSTOMER IF REQUIRED 10'a t MIN FRAME COLUMN e ul ANCHORBOLT 312 + 2 3 -0 1 OPENING WI TH STEEL RECESS BY CUSTOMER LINE IF REQUIRED . X" 1' Z 8 3' \A. Bo Tl rum �y TYP. SECTION 0 OVERHEAD do ROLL -UP DOOR (4) WALK DOOR FIELD LOCATED ANCHOR RECESS BEYOND STEEL LINE BOLT FIN. FLR. , 2'2". } 2 - i 1'W TYP. SECTION RECE Y CUSTOMER/ 0 WALK DOOR IF REQUIRED r0l V"@ U01 ZEFERENCE: WAREHOUSE REV DATE DESCRIPTION BY CHKD. 0 FOR CONST. EC N ANCHOR BOLT SCHEDULE THREADED ANCHOR BOLT SYMBOL I QUANTITY I SIZE IPROJECTIO 16 -- 44 E i A 24 to 212 I I I I w 0 1 32 PLATE. ADJUSTMENTS to I , I I o f I I 40 , 4 SHOULD BE MADE FOR GROUT AND /OR LEVELING or W a D .. O 0 0 PLATES n Q J 0 I I O to I I i i 0 © © A © ©. H-1� X13 © m A ENDWALL STEEL LINE 3" 2" ANCHOR BOLT � l SIDEWALL STEEL LINE RECESS BY CUSTOMER IF REQUIRED 3" 2" U--/�I � Z � 1 l RECESS BYJI ANCHOR CUSTOMER I ENDWALL BOLT IF REQUIRED I STEEL LINE SEE PLAN FOR COLUMN DIRECTION 2� ANCHOR BOLT 0 -I SIDEWALL STEEL LINE RECESS BY CUSTOMER IF REQUIRED ANCHOR BOLT PLAN NOTE: ALL BASE PLATES ARE AT FINISH FLOOR ELEVATION. NO PROVISIONS ARE MADE FOR GROUT. WIND BENT ANCHOR COLUM BOLT o I SIDEWALL STEEL LINE TRECESS BY 4 CUSTOMER IF REQUIRED 10'a t MIN FRAME COLUMN e ul ANCHORBOLT 312 + 2 3 -0 1 OPENING WI TH STEEL RECESS BY CUSTOMER LINE IF REQUIRED . X" 1' Z 8 3' \A. Bo Tl rum �y TYP. SECTION 0 OVERHEAD do ROLL -UP DOOR (4) WALK DOOR FIELD LOCATED ANCHOR RECESS BEYOND STEEL LINE BOLT FIN. FLR. , 2'2". } 2 - i 1'W TYP. SECTION RECE Y CUSTOMER/ 0 WALK DOOR IF REQUIRED r0l V"@ U01 ZEFERENCE: WAREHOUSE REV DATE DESCRIPTION BY CHKD. 0 FOR CONST. EC N ANCHOR BOLT SCHEDULE THREADED ANCHOR BOLT SYMBOL I QUANTITY I SIZE IPROJECTIO 16 0'2 2 BASE ' PLATE PROJECTION , ' • NOTE: PROJECTION BASED FROM BOTTOM OF BASE 24 Ose 212 48 034 3 0 1 32 PLATE. ADJUSTMENTS 0 114 4 SHOULD BE MADE FOR GROUT AND /OR LEVELING PLATES 0 1'2 4 REFERENCE NOTES 1. ALL ANCHOR BOLTS (BY OTHERS) TO HAVE NUTS AND FLAT WASHERS. 2. WHIRLWIND IS NOT RESPONSIBLE FOR THE DESIGN, MATERIALS AND WORKMANSHIP OF THE FOUNDATION. ANCHOR BOLT PLANS PREPARED BY WHIRLWIND ARE INTENDED TO SHOW ONLY LOCATION, DIAMETER, AND PROJECTION OF ANCHOR BOLTS REQUIRED TO ATTACH THE METAL BUILDING SYSTEM TO THE FOUNDATION. WHIRLWIND IS RESPONSIBLE FOR PROVIDING TO THE BUILDER THE LOADS IMPOSED BY THE METAL BUILDING SYSTEM ON THE FOUNDATION. IT IS THE RESPONSIBILITY OF THE END CUSTOMER TO ENSURE THAT ADEQUATE PROVISIONS ARE MADE FOR SPECIFYING BOLT EMBEDMENT, BEARING ANGLES, TIE RODS, AND /OR OTHER ASSOCIATED ITEMS EMBEDDED IN THE CONRETE FOUNDATION, AS WELL AS FOUNDATION DESIGN FOR THE LOADS IMPOSED BY THE METAL BUILDING SYSTEM, OTHER IMPOSED LOADS, AND THE BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. (1996 LOW RISE BUILDING SYSTEMS MANUAL, SECTION N; 3.2.2) 1' " 2 PANEL SUPPORT TRIM NAIL - I N FIN. FILM. NO SHEETING RECESS (W/ PANEL SUPPORT TRIM) holq STEED. DESIGN ONLY N0 0 T H P H r0DE ,E0U.1RE�� o , WHIRLWIND WHIRLWIND STEEL BUILDINGS 8234 HANSEN HOUSTON. TEXAS 77075 -1089 (713) 946 -7140 DESCRIPTION ANCHOR BOLT LAYOUT SIZE 70' x 150' x 18' E. H. WELDED RIGID FRAME CUSTOMER B.J. WIRTH CORP. 1:12 ROOF SLOPE LOCATION CARMEL, HAMILTON, IN JOBSITE CARMEL, HAMILTON, IN DRAWN BY CHECKED BY DATE ENGINEERING CAD N0. ,108 N0. DWG. N0. EC I W 1 1/20/971 AIMF 1 971064 F -ONE ISSUE 0