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05-1298(2)-0354' GONG. SLAB, SEE PLAN FOR RE INF. dl C 12' GONG. JOIST G a 15-1, SEE SCHEDULE 4 ALUMINUM RAILINGS, SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGN AND SEALED BY A FL. P.E. FOR APPROVAL PRIOR TO FABRICATION. BLOCK WALL BEYOND ro' GONG. SLAB, SEE PLAN FOR REINF. d 5' GONG. SLAB, SEE PLAN FOR REINF. 14 4� o 04 a• M 4. it ° 4----115-6, SEE SCHEDULE °° • 12'x8' LONG. CAP REINF. WITH 2 "5 CONT. °. ° d 4' CONC. SLAB, SEE PLANS FOR REINF. 8' PRE CAST GONG. JOIST *5 001WEL6 a 46' c/c IN BLOCK CELL FILLED WITH GONG. GROUT. 0,L EL: +13'-1' TOP OF BEAM 115-13, SEE SCHEDULE EL: VARIES SEE AIRCH DwGa EL: +16'-0' TOP OAF BEAM RTB-8, SEE SCHEDULE d 3x8 BLOCKIMG: BETWEEN RAFTER WITH 1/2 -0 HIL71 KWIK BOLTS s 12' c/c (COUNTERSUNK) L 4'x4"x1/4"x3,' LONG. EACH RAFTER WITH N'8'o 81MIPSON WEDGE -ALL. (4' MIN. EMBEDMENT) ' • 3x8 WOOD RAFTER g 24' c/c. CDX PLYWOOD __ = 'iI SHEATHING WITH 10d NAILS a 4' c/o ALL SUPPORTS. I • 2 BLOTS THRU 3'•'o COUNTERSUNK AT BOTT. TC-6 BEYOND AND WITH OVERSIZED WASHER ON TOIP. } �I ER SN,SEE DETAIL SHIM AS REQUIRED tC-2, BEYOND ON SHE • ° d d RB-6, SEE SCHEDULE d SECTION 2 SECTION • d SCALE 3/4" = 1' -0- SCALE : 3/4' = 1' - 0" _ 06 EL: +11'-I' TOP OF SLAB 05 045' c/o IN BLOCK CELLS FILLED WITH GONG. GROUT. *5 DOWEL a 48' c% IN BLOCK CELLS FILLED WITH GONG. GROUT. 4' GONG. SLAB SEE PLAN FOR REINF. 4' ° d 15-4, SEE SCHEDULE ^Lrl 12' PRE CAST GONG. JOIST U � 9 GAGE JOINT REINF. e 16'c% (LADDER TYPE) 4' GONG. SLAB, REINF. WITH 6"x6' W1.4xW1.4 W.W.M. N 06 EL: -0'-2' TOP OF SLAB x x 4it x x x x a }' —III_ -1 I VAPOR BARRIER / 2 *5 CONT. ABOVE BLOCK WELL COMPACTED FILL *5 DOWELS a48' c% IN EL: -2'-0' BLOCK CELLS FILLED TOP OF FOOTING WITH GONG. GROUT. 4 ° 4 ° WF-24, SEE SCHEDULE SECTION SCALE 3/4' = 1' - 0' 10d NAILS 4' c/c EL: VARIES 3xro PT LEDGER WITH 5's'0 518' GDX PLYWOOD 3/$' CDX PLYWOOD 6HEAT1- HILTI KWIK BOLTS a 241 SHEATHING WITH 10d NAILS 10d NAILS a 4' c/c ALL 6UI /c (4 MIN. EMBED.) e 4 c% ALL SUPPORTS. 10dNAILS Q4'c% 2x4 P.T. LEDGER WITH 1/4'0 x4' EL: VARIES TAP CONS 's 12' c CONC. WALL REINF. WITH �-- PIGGY BACK 04 612' CENTER EACH WAY TRu66E$ SEE DETAIL WRAP TRUSS WITH A/8-3 BUILDING PAPER a. a i L a EL: +9' -9+9' - C. • TOP OF BEAM 11 USP HANGER MODEL SUH26 RTB-11, SEE SCHEDULE WITH ro-10d NAILS TO LEDGER AND 4-10d NAILS TO TRUSS. LEDGER 'B' 2x P.T. BLOCKING BETWEEN TRUSSE6 WITH 1i4'0 TAP CONE T 24' c% SECTION 4 SCALE : 3/4' = 1' - 0' s EL: VARIES 8'x8' GONG. CAP REINF. WITH 2 *5 CONT. ;D 9 GAGE JOINT REINF. tv 16'c/c (LADDER TYPE) #5 DOWELS e40' c/c IN BLOCK CELL$ FILLED WITH GONG. GROUT. 04 iv6' c/c PREFAB. WOOD TRU66E6 024' ci 03©68' ci 4' GONG. SLAB, REINF. �'4 �12' c% WITH 6'xro' WI.4xWIA W.W.M. 3/4' RECE551 D f k x� x- x III—� VAPOR BARRIER ELL COMPACTED FILL WF-16, SEE SCHEDULE a ' ° d. ° SECT I ON SCALE : 3/4' = 1' - 0' WF-20, SEE SCHEDULE SECS' ION SCALE : 3/4' = 1' - 0" BLOCK WALL BEYOND — 51/1' TO 5' GONG. SLAB, SEE PLANS FOR REINF. V -4 ° L 1i4'x4'x6' x 0'-41/2'LONG. (LONG LEG VERT.) WITH (1) 1/2'0 HILT( KWfK BOLT (31/2' MIN. EMBEDMENT) 2x P.T. BLOCKING BETWEEN RAFTERS Ob EL - TOP OF BEAM 1x6 T. t G. SHEATHING WITH (2) 10d NAIL$ EACH SUPPORT. 20'x8' GONG. CAP RE INF. WITH 3 *4 CONT. HORIZ. AND *3 e24 c% TRANSV. 2x6 P.T. CONT. WITH '0 HILTI KWIK BOLTS 624' c/c, 4' EMBEDMENT *5 DOWELS o 48' c/c IN BLOCK CELLS, FILLED WITH GONG. GROUT. EL: +9' -9' RT5-10, SEE SCHEDULE EXTEND WALL REINF. INTO WALL ABOVE AS SHOWN 14 ELEVATION SCALE 3/4" = 1' - 0' — 4' GONG. 6L AB, SEE PLAN FOR REINF. EL: +11'-7' TOP OF SLAB d d ° a al ° L d 1 • d 12' GONG. J016T d d Q 15-15, SEE SCHEDULE d' d ° TC-2 BEYOND, SEE SCHEDULE SECTION � SCALE 3/4' = 1' - 0' *5 e48' c% IN BLOCK CELLS FILLED WITH GONG. GROUT. U a di 4' GONG. SLAB, REINF. WITH 6'x6' W1.4xW1.4 W.W.M..3/4' RECESS (n EL: -0'-a' TOP OF SLAB x x 4 —I—ICI III- �► 1 II I I;, I I I I I 2 *5 CONT. ABOVE VAPOR BARRIER , , BLOCK WELL COMPACTED FILL 05 DOWELS 1148' c/o IN EL: -2'-0' BLOCK CELLS FILLED —— WITH GONG. GROUT. T TOP OF FOOTING PROVIDE Wx4' GLEAN -OUTS AT 4'-0' VERTICALLY, EACH BAR 9 GAGE JOINT REINF. I6'c/c (LADDER TYPE) ° 4 . WF-Iro, SEE SCHEDULE • o SECTION � SCALE : 3/4' = 1' - 0" �2j_ 8' CDX PLYWOOD ,HEATHING WITH 10d NAILS 141 c% ALL SUPPORT$. 1'x6'x6'x0'-8' STEEL ANGLE ITN (2) iWO THRU BOLTS 1' 1' ND (1) 3,6'0 ANCHOR 501_r� � 4' MIN. EMBEDMENT) 0TH SIDE OF RAFTS m t — RT15-12, SEE SCHEDULE *5 VERT. is 48' c% IN BLOCK CELLS FILLED WITH GONG. GROUT. \ 3x8 WOOD RAFTER 624' c/c 6' GONG. SLAB, SEE PLAN FOR REINF. a 4 __r SECTION -SCALE 3/4' 1' - 0' FRANCISCO CUELLO JR, P.E., INC. Gorsultire Civil/structural Ereireer r .,,", "►; 141Al_NAMBRA GIRGLE SUITE 220 CORAL GABLES, FL 33134 (305) 5�rv7-0125 ;0 fRs!e, No. 4008l JOHN R. t�'F01NA & ASSOC A R C 1-4 1 T E C T = 4901 S. Y'J.75th A enulE Miami, Florida 331 T 30.5,740,05�11 F 15Z) 0.53 5� jrma1nc�-beIIsouth.no REVISIONS DATE uN 0 o 0 �T Q t� u i 0 r 0 (1) v) 0 0 3Y d.ngs Lind $reef ca'Gn3 GS nS'rUr-en` Gf �J 11 \ & 1 �1 \ V PIN( ser, ca Ore and shall re'rrsn he proper-r GF . -he=Jchi`ec' arj Sna'l' rernsn'he QrGrer / I r �S r of �he �rchi'ec` sohe-her the prciec' ,sr ' y i '.oh-ch >nc • ere mode 's execTed or no'. -hey ore not �o 12s iised'n on`. rrionner on Goner projec s or ex ers Gns o 1) s proiec' excePi . cgresrrsn' n..•.r'ngGnd...-ih he MR. & tARS, PINO OFNrc'Gra's CGrncensa-'Gn ''o � he:,rchrU. 6864 $` J fg th ST., Reprcduc'onofdr?.-.,tngsond ,tiami,FL.3.315.5 spec fcot cns 4'hsul -he -*--en consen• Gf Mr, Patric'a Esp,ncsa, ne rcni`Ur rrchai' d. 3%.5. SECOND FLOOR PLAN SCALE: 3/16"=l'-0" DATE: 02-03 DRA'+vN: CAP S 7