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12-272-014�TO MATCH EXIST fi.O. FOOTING PREFABRICATED WD. TRUSS (2X6 TOP CHORD) (REFER TO ROOF FRAMING PLAN FOR ADD. INFO.) PLYWOOD SHEATHING (REFER TO ROOF FRAMING PLAN FOR ADD. WD. ANCHOR (REFER TO INFO.) ROOF FRAMING AND WD. ANCHOR SCHEDULE FOR 12 TYPE) TYi 4 . ,�ooFh /rcy I EL 8' -0" 2'_p. TOP OF BEAM (OVERHANG) 8" REINFORCED MASONRY (f'm =1500 PSI) (REFER TO FOUNDATION PLAN FOR REINF.) VALLEY SET TRUSS (TYP.) CONC. SLAB (REFER TO FOUNDATION PLAN FOR THICKNESS AND REINF) I.J. 'RIPPED' 2x4 — (CONT.) FASTENED WITH 12d NAILS —r� AT 12" c/c (TYP.) -*r N WALL FOOTING (REFER TO FOUNDATION PLAN AND III FOUNDATION SCHEDULE T_3;, iTilu =7i —ITh FOR SIZE AND REINF.) COMPACTED FILL (TYP.) 1 WALL SECTION S -3 SCALE: N.T.S. CONC. COL. (REFER TO FOUNDATION PLAN AND COL. SCHEDULE FOR SIZE AND REINF.) CONC. SLAB (REFER TO FOUNDATION PLAN FOR THICKNESS AND REINF) ( TYP.) AiK REFER TO PLAN T.O. SLAB 1L =! 1! =I z O ..I COMPACTED SOIL (TYP. )—o° wN W. r • II • I.J. (TYP.) PLYWOOD SHEATHING (REFER TO ROOF FRAMING PLAN FOR ADD, INFO.) I PREFABRICATED WD. TRUSS ©24 "O.C, W /2X6 TOP CHORD (REFER TO ROOF FRAMING PLAN FOR ADD. INFO.) NVRT -12 TWISTED RAFTER TIE BY 'NU -VUE' AT EACH TRUSS BELOW (24" c /c) FASTENED WITH (3) 16d NAILS TO EA. TRUSS (CAP =454 LBS. ,NOA #03- 0327.14) TYP. PIGGY BACK DETA SCALE: N.T.S. EMBED. TOP REINF. MIN. 6" INTO EXIST. CONC. FOOTING IN EPDXY ADHESIVE CONTINUE EXISTING WALL ` _J FOOTING REINF. THRU NEW COLUMN FOOTING (REFER TO COLUMN FOOTING FOUNDATION PLAN AND FOUNDATION SCHEDULE FOR SIZE AND REINF.) TYP. EXIST/NEW CONC. FTG. SCALE: 3/4" = V -0" IL C. BEAM MBED. #5 REINF. IIN. 4" INTO EXIST. :ONC. BEAM IN PDXY ADHESIVE )NCRETE COLUMN (C4) N GARAGE DOORS OT SHOWN FOR (TYP.) FILL OPENING REINF. HAS INSTALLED NEW INFILL COLUMN DETAIL AT EXIST N.T.S. CONC. COL. (REFER TO FOUNDATION PLAN AND COL. SCHEDULE FOR SIZE AND REINF.) CONC. SLAB (REFER TO FOUNDATION PLAN FOR THICKNESS AND REINF.) ( TYP.) REFER TO PLAN .O. SLAB" _. COMPACTED SOIL (TYP. TO MATCH EXIST- \4F T T.O. FOOTING emu...- ..__T. CONTINUOUS WALL FOOTING (REFER FOUNDATION PLAN AND FOUNDATION SCHEDULE FOR SIZE AND REINF.) TYP. COLUMN CO SCALE: 3/4" = 1' -0" U J L to u iV I.J. (TYP.) z J O� U � o� rU HN w r HALF OF THE MASONRY UNIT IS EMBEDED IN THE OTHER WALL CREATING AN INTERLOCKING CONDITION wI��� TYPE At TRUE MASONRY R3ND 0 C. FTG. 3 TYP. MASONRY CORNER 3A S -3 SCALE: 3/4" = V-0" S -3 NEW MASONRY WALL (REFER TO FOUNDATION FPLAN FOR REINF,) EXISTING CONCRETE TIE BEAM ELEV. VARIES T.O. BEAM EXISTING CONCRETE TIE BEAM BED. #5 REINF. INTO EXIST. EMBED. (4) #5X36" REINF. q. 4 INC. "BEAM IN MIN. 6" INTO EXIST. CONC. _. OXY ADHESIVE BEAM IN EPDXY ADHESIVE NEW 16 "X12" CONIC. FTG. REINF. W/2 #5 BOTT.(TYP.) EXIST. CONC. FTG. (1"'5 NEW WALL /EXIST. WALL REINF. DETAIL. S -3 N.T.S. — EMBED. (4) #5X30" REINF. MIN. 4" INTO EXIST. CONC. BEAM IN EPDXY ADHESIVE — EXISTING MASONRY WALL —NEW 8X12 CONCRETE TIE COLUMN W/4 #5 VERTICALS do #3 TIES @ 8 "O,C. (NOT SHOWN FOR CLARITY) EMBED. (2) #5 VERT. DOWELS. 4" INTO EXIST. CONC. BEAM IN EPDXY ADHESIVE EXIST. CONC. BEAM EMBED. #5 REINF. MIN, 4" INTO EXIST. CONC. BEAM IN EPDXY ADHESIVE 1 W I(JT�.1 Q k— W u I N �✓ L�1 II� L� W W W V1 � W z (J") 0 V) J > Ln C� z d _ �� 0 Ld _j #5 REIf GR( REI INS z o n/ V/ IN �0 T o0 m J U J 0 O B N Cf� © a- CO Q U Ln CD -098 u' N EMB EXIS ADH J L n F. (TYP.) )UT FILL OPENING ONCE JF. HAS BEEN PALLED J ED. #5 REINF. MIN. 4" INTO T. CONC. BEAM IN EPDXY ESIVE ­- EXIST. CONC. FTG. EXIST. WALL REIN. DETAIL 6 N.T.S. S -3 •Y•• frt • •!t4• 0e4 ••! w • • t • • • t t 4! • Y i ! Y e • • • 4 V Y • W • i • • • • • • • • w Y i • • • • i f • • • • • • • u • 4 r• •r• • •r4 460 yt• Y•••• �•• *feet �•• a •**an at**" • 0146 4 LL W I(JT�.1 Q k— W Cp LO �✓ L�1 II� L� W W W V1 � W z (J") 0 V) J > Ln C� z d _ �� 0 Ld _j z o n/ V/ IN �0 T o0 m J U J 0 O B N Cf� © a- CO Q U Ln CD LL W I(JT�.1 Q Z �✓ II� L� W I� W W V1 � W z (J") 0 _j (n > W C� z d _ �� z o n/ o IN �0 Q m Ln U J 0 B N U M B E R 2012 -098 FILE No. DRAWN :�c�ic:i REVIEWED: �s a cD CHECKED Santiago Arane ui Reg. No.: PE '0048106 These drawings and the designs here illustrated are ths' sole property of, SANTIAGO ARANEGUI P.E. end may not 4e reproduced in whole or in part without express permission. D A T E : 09/25/12 . I S S U E "r;jj -Y OF SoUTI 1 Tvl -'I `x M -PT. f' €JTi9F' 'F. ECTlOtI R E V I S 1 0 N S D9/25/14 BUILD.DEPT. SHEET TI TLE. DETAILS S H E E T N U M B E R S3.0