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13-550-0482 "5 GONG. FOOTING - BEYOND (SEE PLAN 4 SCHEDULE) ONC. FOOTING. CONC. FOOTING. GONG. FOOTING. (SEE PLAN (5EE PLAN 4 (SEE PLAN 4 SCHEDULE) SCHEDULE) 4 SCHEDULE) SECTION SCALE: 1/2" =1' -O" C 3/16K EA MW SIDE SCHEDULE Z(N DESCRIPTION �A 6" GONG SLAB z STEEL PLATE 9- 3/4 "x4 "xl /4" FY = 36 KSI 4" CONC. SLAB 4" CONC. SLAB © (2) 3/4" pIAM. ANCHOR BOLTS HILTI KWIK BOLT 3 O ( CONCRETE TIE BEAM J (y) c (5EE PLAN (SEE PLAN � . � j J 11" M Q` FOR REINF.) FOR REINF.) Lo - - - - -- -- Ol - -- EL. 12' -9" W ` J O $ a t/T11= BEAM Q 0 "512" Q O Q u- 6" CONG U C) ' .J W w Lu SLAB ,: <`::: ; GONG. TIE BEAM cz H p. - - -- GONG. BEAM 11' -0" �- SEE PLAN SEE PLAN — -EL. Y T/TIE BEAM/ 4 5C DULE -12" PSI J015T 4 SCHEDULE LO LANpING 94" -6" O /G. 12" P51 J015t U w O (BEYOND) 04" -6" O /C. X12" EW . - "5 6" 00 LU (BEYOND) CONC. TIE BEAM Z p SEE PLAN L I V) O w o h- ! ' Sri MASONRY WALL 4 SCHEDULE � 2 8" MASONRY WALL W /�Ko m 24" O /C. FIN N ' _ W /"6 g 48" O/C. 3mOO PSI GROUT w r n IN 3000 PSI GROUT FILLED CELLS z FILLED CELLS 1 `- ^ ^ �_' v V) o _� U D � � `u u 0 Q) JL _ -j %1o� V�o�0o. � U uj 4 V � CONC. TIE -- ' CL � R/ 0 cn<C 0 a , BEAM SEE PLAN 4SCHEDULE � D- r6k EL. 4' -1/2" ) 0 t/tIE BEAM 8" MASONRY WALL � N ypQ W / "6 g 24" O /C. { z• i.; 1 IM", II r IN 3000 PSI GROUT - _ GONG. TIE BEAM SEE PLAN FILLED CELLS 61211 4 SCHEDULE 1 •4 EA. NOSING. - = NEW 4" GONC. SLAB REINF Q 48 BAR DIAM. W/ 6x6- WI.4xWI.4 UJU1F 1 6 6" LAP SPLICE OVER 6 MIL VAPOR BARRIER (TYP_) 4 WELL COMPACTED FILLED. H 11 . .. ^ ... .... .. x �^- c x �/k ^. .�-. -: � —iscam_x•_- k.: R ., i x >... .. .x:- ,z= %• -»:3c x�--sw _s- x__x:a^- x- a- _.' -. -.. — ^k 3. :. x x; �•m k4 r -- 2 "5 GONG. FOOTING - BEYOND (SEE PLAN 4 SCHEDULE) ONC. FOOTING. CONC. FOOTING. GONG. FOOTING. (SEE PLAN (5EE PLAN 4 (SEE PLAN 4 SCHEDULE) SCHEDULE) 4 SCHEDULE) SECTION SCALE: 1/2" =1' -O" C 3/16K EA MW SIDE SCHEDULE Z(N DESCRIPTION �A (1) 5/8 "DIAM. THRU BOLTS FOR TWO P! -Y TRUSS. (�B STEEL PLATE 9- 3/4 "x4 "xl /4" FY = 36 KSI (�G STEEL ANGLE 3 "x3 "xl /2" W/ EXTEND LEG FY = 36 K51 © (2) 3/4" pIAM. ANCHOR BOLTS HILTI KWIK BOLT 3 O ( CONCRETE TIE BEAM J ,4NCb05� CONNECiO� TiI=E A LATERAL VIEW MAX. UPLIFT 9000 L15S L..�._,__. " CONG SLAB GONG. TIE _ BEAM SEE PLAN I — 4 SCHEDULE I � _ — CO' ONRY WALL W /"6 m 24" O /C. " GONG SLAB / IN 3000 P51 GROUT t FILLED CELLS I• EL. 12'-c3" f t/TIE B)=AM GONG. TIE BEAM SEE PLAN 4SCHEDULE 15 to 12" 1 414 EA. NOSING. "5106" -- NEW 4" GONG. SLAB REINF W/ 6x6- W1.4xW1.4 U IF OVER 6 MIL VAPOR BARRIER 4 WELL COMPACTED FILLED. - w U EL. 0' -011 H'r —; x_.: '�t' x. •. _. x _ _, x' r x _- • �_ x '_ x it x x _ (L :. .. .., ,•; - - T /SLAB OL A /�x X/"\ XA /z\A /� \j CONC. FOOTING. , / / ii. GONG. FOOTING. ONG, FOOTING. (5EE PLAN 4 \ (5EE PLAN 4 (SEE PLAN SCHEDULE) SCHEDULE) 4 SCHEDULE) SFECTION �+ 5C,4LE: 1/2" =1' -O" S-7 EA. DE FRONT VIEW 4� \— PROVIDE LATERAL VIEW FRONT VIEW OVER COLUMN COLUMN OVER COLUMN MAX. UPLIFT 11865 LB5 SCHEDULE Z(N DESCRIPTION O (1) 3/4 "DIAM. THRU BOLTS O STEEL PLATE 9- 3/4 "x4 "x3 /6" FY = 36 KSI O DROP BEAM OR COLUMN BEAM Q S STEEL ANGLE 3" x 3" x 1/2" W/ EXTEND LEG O ( (4) 3/4" DIAM ANCHOR BOLTS HILTI KWIK BOLT 3. J ANGHO� GONNE C;TOf P--, T*�F E E3 PROVIDE COLUMN SCHEDULE Z(N DESCRIPTION O ( (1) 3/4 "DIAM. THRU BOLTS O S STEEL PLATE II "x7 "xi /2" FY = 36 K51 Q D DROP BEAM OR COLUMN BEAM Q S STEEL ANGLE 3" x 3" x 1/4" W/ EXTEND LEG O ( (4) 3/4" DIAM ANCHOR BOLTS HILTI KWIK BOLT 3. J CONNECTOR T-1--FE G 3 "x8" WD JOISTS ' im 24" O/c 3 "x12" WD BEAM Y4" 5TL PL (BOTH 51DE8) f� %" CDX PLYWOOD SHEATHING W110d SHANK RING NAILS 0 6" O.C. (4" 6 PERIMETER) Ix(o T 4 G WK2)*I0 NAILS �•' EACH SUPPORT Y4" LAG SCREW MIN 4" PEN INTO BEAM �--%4 "0 THRU BOLTS Y4" STL PL STEEL COLUMN SEE PLAN 4 SCHEDULE D TAfL 1 SCALE: 1 " =I' -11 ) 11 S -7 MASONRY WALL Y4" STEEL PLATE — 3 "xl2" WD BM (2) % � EXP BOLTSy HILTI KWIK BOLT 3 E10 b %3 "THRU BOLTS TO BE COUNTER SUNK AND PLUGGED D Fz T A f l.__ 2 SCALE: 1 " =1' -O" S --f REVISIONS BY 1& 07 -26 -13 BDC Z(N � 110 E O _ 1 0 MASONRY WALL Y4" STEEL PLATE — 3 "xl2" WD BM (2) % � EXP BOLTSy HILTI KWIK BOLT 3 E10 b %3 "THRU BOLTS TO BE COUNTER SUNK AND PLUGGED D Fz T A f l.__ 2 SCALE: 1 " =1' -O" S --f REVISIONS BY 1& 07 -26 -13 BDC WD 5M < 0 Y4 "0 THREADED ROD =LDED TO COLUMN AP PLATE x12" WD BM OTCH AS REQ'D DETA L 3 SCALE: 1" =1' -0 s -� P M M CONSULTING ENGINEERS I STRUCTURAL ENGINEERING 6262 BIRD RD, SUITE 2K, MIAMI, FL 33155 PH: (305) 661 -9918 CA 9135 FX: (305) 675-2350 SECTIONS [If AND DETAILS z z w CD z J V) O SCALE AS NOTED DATE 04 -30 -13 JOB 13029 SHEET S-7.0 OF SHEETS � m Q�� L A M�q��ffe, s No 4 'Si} Q Ld yy aW ° STATE Or 6�y �tl PAUL•9A, R IN Z��to °a FLO O, 2650 0 iv R••'uu° iii U A L ,3 0 20V Z(N � 110 E O _ 1 0 J (y) c � . � j J Q p M Q` Lo z Ol h LO W ` J O Q 0 c X f ' Q O Q u- U C) ' .J W w Lu 0 O� I cz H p. 0 (� L LO O U w O O 00 LU Z p O (M L I V) O w o h- ! ' Sri � 2 1 I N ' w r n z nr� v V) o _� `u u 0 Q) _ -j %1o� V�o�0o. o U � — CL � R/ 0 cn<C 0 � D- 0 a � �� O 1 Or D �� � � n�° � N { z• i.; 1 IM", WD 5M < 0 Y4 "0 THREADED ROD =LDED TO COLUMN AP PLATE x12" WD BM OTCH AS REQ'D DETA L 3 SCALE: 1" =1' -0 s -� P M M CONSULTING ENGINEERS I STRUCTURAL ENGINEERING 6262 BIRD RD, SUITE 2K, MIAMI, FL 33155 PH: (305) 661 -9918 CA 9135 FX: (305) 675-2350 SECTIONS [If AND DETAILS z z w CD z J V) O SCALE AS NOTED DATE 04 -30 -13 JOB 13029 SHEET S-7.0 OF SHEETS � m Q�� L A M�q��ffe, s No 4 'Si} Q Ld yy aW ° STATE Or 6�y �tl PAUL•9A, R IN Z��to °a FLO O, 2650 0 iv R••'uu° iii U A L ,3 0 20V � m Q�� L A M�q��ffe, s No 4 'Si} Q Ld yy aW ° STATE Or 6�y �tl PAUL•9A, R IN Z��to °a FLO O, 2650 0 iv R••'uu° iii U A L ,3 0 20V A L ,3 0 20V