By Ronald D. Flach
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ALL ELEVATIONS OF FOOTING. EACH FACE. ON PLAN ARE TO TOP 9. UNLESS OTHERWISE NOTED TOP OF A L L FOOTINGS AT ELEV. 33. TIPICAL EXTERIOR WALLS --`,,,,,`,`,,`,,,,`,,``,`,`,``,-`-`,,`,,`,`,,`--- SECTION Cc SC ALE:^=^'^' 3- 1, 2 1 FT. CL ,EXi JT. 1' CL. SEFTION F-F l'-O" 20'-3' FOUNDATION PLAN %-l'-O- i o , 25'4. WALL 4 CONT. SCA o! SIOE FT. SEC J o ? 36" 13'4. 76. TYPICAL STEPPED FOOTING FT. 0 c y _ _ 2'-6' I -3- CONT. L A P 16' ',,"=i '-0" I el- I 7 0 - OFFICE BUILDING FOUNDATION & PIERS REINFORCING SAI€ AS OPPU511 END WALL EXCEPT S T A I R OOWEL ELEVATION E-E m REVISIONS L-cccu O 1 2 3 4 5FT.
1 ; for recommended hook dimensions, see Table I . 8. Type SI through S6, SI 1, T I through T3, T6 through T9: apply to bar sizes No. 3 through 8 (No. 10 through 25). 9. is the same for all bends and hooks on a bar (except for Types 11 and 13). Fig. )-Typical bar bends. HOOK (TYP. I STANDARD HOOK (TYP. I STIRRUPS LONGITUDINAL EAR REQUIRE0 AT HOOKS AND AT EACH BEND (SECTION 1 2 . 1 3 . 3 ) STIRRUPS : (SECT. 1 2 . 1 3 . 2 . 2 1 1 . tts[JXl61EiAR AND 0 3 1 WIRE AND SMALLER. 2 . W22. 000 p s i . [300MP07.
O .... .... .. ... F4 ... 1-q . WAN. 81 s 84 6 16-xl6. ~16. c4 ~ 9 ( H X 4 A 3 3 0 1 2 *W I T AT P I E R S 10+3Al DZ D5 SECTION 4-4 3dxl8-6 5 10+3Al ~ F3 Fl T I E S Q12. VERTICAL SIZE )AI l i 8 THRU 5 , t l i CA5 S ........................ Fl FI PIER SCHEDULE PIER t ~ AW BEWING NOTE: Y E DUG. DCTAILS P1A FOR ADOITIDNAL ELEVAlIONSi SECTIDNS 4 2 MPICAL IMERIOR PIERS FOUNDATION PLAN o SECTION 535 ? i EL. 00 . - l 22-WxlO-OQ12. F. - 22-Wx10-0012. IjI I / I C I I . I -u 36x19-3 -h I EL.