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HomeMy WebLinkAboutDrawing (2)0 AM 17% c k F J c «k 1 C C k ILI 0 Dice= 3/4" 1 . -©" 2 18._0" 90'-0" OUT—TO—[ 0 .—nv« 5 r%" L 18'-Q" -�yat'G�!vlf e- 1-n" 1 A,-n*' y Nom: All Base PkMs 0 1OW -00 {u.N.� 6-n" ANCHOR BOLT SUMMARY I via Proj Q!y Locate (in) Type (in) 0 44 Endwakk 3/4` F1554 3.00 0 32 Frame 3/4" F1554 3.00 ANCHOR BOLT -P �I .q GENERAL NOTES 1. THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554 GRADE 35 UNLESS NOTED OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING as THE STRENGTH REQUIREMENTS SET FORTH I ON THESE DRAWINGS MAY BE UTILIZED AT '`- THE DISCRETION OF THE FOUNDATION DESIGN ENGINEER. ANCHOR ROD EMBED- MENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. 2. METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR PROJECT FOUNDATION DESIGN. THE FOUNDATION DESIGN IS THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER, FAMILIAR WITH o LOCAL SITE CONDITIONS. k 3. ALL ANCHOR RODS, FLAT WASHERS FOR ANCHOR RODS, EXPANSION BOLTS, AS WELL AS ALL CONCRETE/MASONRY EMBEDMENT PLATES ARE NOT BY METAL BUILDING MANUFACTURER. 4. THIS DRAWING IS NOT TO SCALE. 7�403 12.1[ES__ (3 Z 0 z 0 ...j D m ...+s w' ui V1 d ui 141 0C 00 z'I En Ed c�a v Lin' Z5 �` y 0x Co WsQ%-otA 5. FINISHED FLOOR ELEVATION = 100'-0" Ga -u-011 UNLESS NOTED OTHERWISE. LO C .91 k 8. "SINGLE" CEE COLUMNS SHALL BE ORIENTED WITH THE "TOES" TOWARD THE ~--� I_ " LOW SAVE UNLESS NOTED OTHERWISE. w w 0 7. ANCHOR RODS ARE REQUIRED ONLY IN THE W QUANTITIES SPECIFIED. BASEPLATES MAY (3 Z 0 z 0 ...j D m ...+s w' ui V1 d ui 141 0C 00 z'I En Ed c�a v Lin' Z5 �` y 0x Co WsQ%-otA 5. FINISHED FLOOR ELEVATION = 100'-0" UNLESS NOTED OTHERWISE. LO C k 8. "SINGLE" CEE COLUMNS SHALL BE ORIENTED WITH THE "TOES" TOWARD THE ~--� I_ " LOW SAVE UNLESS NOTED OTHERWISE. w w 0 7. ANCHOR RODS ARE REQUIRED ONLY IN THE W QUANTITIES SPECIFIED. BASEPLATES MAY G BE FABRICATED WITH MORE HOLES THAN �- NEEDED FOR THIS PROJECT. � 8. THE ANCHOR BOLT LOCATIONS PROVIDED BY METAL BUILDING MANUFACTURER t 00 SATISFY PERTINENT REQUIREMENTS FOR THE < L11 < DESIGN OF THE MATERIALS SUPPLIED BY Q N 0 THE METAL BUILDING MANUFACTURER. Z F- Z PLEASE NOTE THAT THESE REQUIREMENTS CL MAY NOT SATISFY ALL ANCHOR BOLT Lu � CONCRETE EDGE DISTANCE REQUIREMENTS � z wu DEPENDING ON THE DETAILS OF THE � j UJUJ K FOUNDATION DESIGN.,�- � � � �r BECAUSE FOUNDATION DESIGN IS NOT WITH- � � IN THE METAL BUILDING MANUFACTURER'S IN SCOPE OF WORK, IT IS THE RESPONSIBIL- ITY OF THE QUALIFIED PROFESSIONAL DESIGNING THE FOUNDATION TO MAKE CERTAIN THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR THE ANCHOR BOLTS IN THE DETAILS OF THE FOUNDA- TION DESIGN.