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HomeMy WebLinkAboutBuilding Permit 06.1017 Plan It GENERAL NOTES: i . All design , detailing, fabrication , and construction shall conform to the following p codes and specifications: a . The International Building Code ( 2003 Edition ) . b . American Society of Testing and Materials 11110 PIPE OR TS (ASTM ) specifications. " " c. Building Code Requirement for Reinforced X 4 X 4 Concrete ( ACI 318- 95). i Ts 4 1 4 „ d . Code for Welding in Building Construction , I 1 /2 CAP PLATE of the American Welding Society. e. Specification for the Design , Fabrication 1 /2"- I and Erection of Structural Steel for Buildings by The American Institute of Steel Construction (AISC} ( Current F s D I � Edition ) . d- d z 1 /4 2. Concrete shall be 3000 P. S. I . 4 28 days G I 1 /2 " RING PLATE , Compressive Strength , STD WT (150 P . C. F. ). Frill d- D �— 3 . Reinforcing Steel shall be ASTM A- 615, I SLOT WELDS Grade 60, {if required) . co C� 1 " x 3/4" � 90' (TYPICAL) as All reinforcing steel shall be free from 2 „ mud, oil , rust or coatings that would reduce . or destroy bond . ' b . All reinforcing bars shall lap 30 D diameters minimum , except as noted . 1 /4 — c. Minimum concrete cover on ties, stirrups „ X 6 " X . 250 and main bars shall be 3 /4 inch for slab , also / TS 6 4 / oriinacontact awith ng oundo 3dincheseforer I SEE SPLICE TYPICAL SPLICE DETAIL unformed surfaces deposited against . . . _ DETAIL the ground except as noted . O 2 " rings and collar 4. Structural Steel and Plates shall be A- 36 . Structural tubing shall be ASTM A- 500. Grade B, Fy= 46 ksi. I Structural piping shall be ASTM A- 53, Grade B, o 5 �,I �- r Type E or S, Fy= 35 ksi, unless otherwise noted. tow 5 . Anchor Bolts shall be ASTM A- 307, unless 2 V? 4- otherwise noted. ® 6. High strength bolts for connections shall be ASTM A- 325, unless otherwise noted . 7 . Welding electrodes shall comply with AWS D1 . 1 - 97, E70xx. ITT seeles _ F� �.%j _ - 8� lqn Wind SpeFd = —� SZ�- H � • — r�dirfG—egad MP LB C. . ---� 1 1000 x . 365" PIPE I �, Feet above the ground . (3 Second Gust) 35 K51 "11 . 9 . Soil Bearing Capacity Requirements: a . Spread Footings: Minimum Allowable Soil BearingCapacity shall be P . S. F. b . Cube r Au er Footin s: Minimum Lateral k Aug g 500 P. S. F. oo Soil Bearing Capacity shall be " per foot of depth . ' a 4° . / F i •. ° •. I ' • gill � 10. Contractor shall verify all dimensions and � conditions in the field before erection and + : ; e notify the Engineer of any discrepancies. { / d e. of . I 1 e r - E„ \ e a ' d ' » 11 . Frost Line is 3f— 6" t� �deep. C E I V E D i I ay set 'd DIAMETER JAN 2 6 2007 CD a a N 1 � • , : . •' 6'_ � 6'- 0" x 6' - 0" DEEP • • - . r OPTIONAL AUGER FOOTING / e U__ BE QOTING DETAIL N . T. s . dwe e' 'a a.6► ' • N . T. S. AUGERED FOUNDATION NOit TICE: 6 ' _ �}" 2'- 6'vO X 8'- 3" DEEP TL E . G . is responsible for column and 1 .5 C. Y. CONCRETE i ion design only. Signs and all sign tachments are the responsibility ofCUBE FOUNDATION : n manufacturer. a 6 ' x 6 ' x 6 ' D p i S C . Y . I . D . Associates , Inc . RL 1771 Industrial Road Dothan , AL 36303 VI L , t - �GcEr uY fi ' x 15 Tractor Supply Sign © 20 ' OAH s ;_ hy ' , u c r u� gd,Gr my direet Prior Lake , MN am a cufr ( or ped ' 0l � DRAWN BY: CET ZGY _ ENG G DATE: 01 /22/07 P .nt l�!u„ �:s' �� _ _; i , : :,a , Jr .ter . , ' 3 8" _ 1 ' _ p" 9 GROUP! LLC IV j Date .] ��Lkcer�ueOtt �` %5 �5 — PROJ. 003607 P . O . BOX 747 ATHENS , TN 37371 - 01747 # DWGo# EC- 3891 It j CARL E . THOMPSON , JR . , P .E . 4 �.: 745 — Q644 LII i