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07-43-025o O 61 � p U 6 `a Q �Lo Q) O O N U o Q) Q) �J_ V U cu to U = IQ, J2 L u V 'N ce m U 07 o a °- -6 >u�o� N o�jo L _ iA ZS�� L co� dim u' z U U N IL IJA v O � c L avo� :3 SKI 7 z ui OLu O L -j z o _ � O (- v "f o Q) Csi L �z�o W • U O � � q) J) U U U € u U p v �U v v u sJ > ^ � •L N p > rnL�� N�rn� � N - A E 0 Q � -n s .� Luj O m z v N 2 n re N �+ W U uv u Z S a u In o UZ Z3 1LL1 q >� u O fu w� u�mv T_O. BEAN PIM NOTES U SUPER IMP05ED LANDS Dl- = 25P-Or- UL = 40PSF 60PSF (BALCONIES) = 100P5F (STAIRS) 2) — DENOTES DIRECTION OF SLAB MAIN REINFORCEMENT COUTER MOST LAYER 3) — — DENOTES SLAB BOTTOM RE INFORCEMENT 4) DENOTES SLAB TOP REINFORCEMENT 5) FOR 8' CONCRI =TE SLAB PROVIDE 05012 ' BOTTOM EACH WAY U.ON ON PLAN 6) L' B' DENOTES 2X6 RT WOOD LEDGER W 5/8' o X41 PENETRATION KWLK -BOLTS • 18 OL TO RECEIVE 10D NAILS is 4' FROM PLYWOOD SAHEATINGm 1) L' A' DENOTES 2 -2x8 RT WOOD LEDGER W 5/8' + x 4' PENETRATION KWIK -BOLTS BY HILTI. 12' O.0 JUS 28 GALV. HANGER BY USP W14 10 d NAIL TO GIRDER TRU55 4 6 -10 d NAILS TO LEDGER L'A' 1 ap 1 fh 28 -10 TB TB N ILKZ 24'04 C. '- I JUS 28 GALV. HANGER BY USP W14 10 d NAIL TO GIRDER TRUSS 4 6 -10 d NAILS TO LEDGER L'A" -121_21 141 1 61_ N 01 -1 @" �' -1' 6' -4' N 1 LA w i O 2 »6 O fi© ES 11 .-a�L H IIIIHIIOINI 01 H INk ■ ■ ■ ■ ■ ■ 15 28 -1 EGR Sr 25 -16 N w 6 0 1 F x C4 v `9 »4'12't =i I s X SL --- X 6' -9' I #4 a 12' v vo BOT1. — — » — X 5' -9' 15 »5�8' �� • ADD � � •20' � x MAI, 5 1 » * 0 »4 12" T I — —ADD t w 201 C.— — — x 5' -9" �i » b D' ?r X 61 -91 x I1'- 11 Lu rn O I wb 1 w4 * II Afliet20' -O OPEN TO BELOW OPEN TO BELOW 42" HIG WOOD RAILING W,S SPACED 8' `n JET SLAB EL. + - "t TOP OF SLAB 1 -4 28-9 � CONCRETE: 5EAM SC DUB MARK TOP TOP 11 _ 411 11 _ I TIE6 OR STIRSUP5 N' GPACM REMARK OTT. T. TOP C E I=P. 213-1 +12' -8" 8" X 3ro' IN 2- LAYERS 10' GONC. STAIR rr- 2 * 3 »4 • 12' t an �. 8" 14 1 / +1 @' -8" 8' X 24" 2 * -1 2 05 I I w ! I-ml I 6 6'BDTT. ft 8 day ;0 PSI 8" m i 28 -3 +10' -81' - x &I- 2 ' 5 2» 5 81-51 JUS 28 GALV. HANG=ER 1* 5 3 I 41 I D TRUSS l 28 -4 +10' -811 8" X 241 6' m � TB 1 » 5 3 » 5 10 ' / 1 - I --------------------------- 25 -5 , 8" X 26' 05 b" TOP 1* 5 3 ET S" 2B -rro +10' -8' 8" X 24' 2* 6 2* 5 a 1* 5 3 FT I 8N 2133 --1 +10' -8' 28 -9 * 12' t e 3 EJ , lg 213 -8 19 8' X 36" IN 2 LAYERS 2 * 6 x 51-611 3 [� L'A an UPTURNED 25-`3 +10' -41 16' X 4 * 6 4 * r© 1 05 # X * X O l0" 24' MIN. ARCH 28 -10 r n 6 I 2* 5 �. A S* 12� 2* S 3 ■ 12' cp I 1 1 + 10 -S L.P. I +10' -8' 8' x 3 * 6 3 * 5 Q b" o 10' , x 4 -9_ I 0 m E� 1 1 16" MIN. ARCH 28 -12 14 S' X 32" m T.O. SLAB '� 14 2 05 I Q 10' I ff 12' X +10' -8' 16. X 6 �- . ■ 2#5 TOP 4 OTT. X5 0 (TYP) 5 * 6 S -5 3 Et I SLOPE 2' 28' MIN. ARCH S -5 +13' -2' 1 x -6 2 * 6 2 * 6 I 0 � 4" y 25-15 6 SLAB m `" 2 »-1 2 0 -1 9 w g q g -1 _ i ' ; Et • ,n 04 Q STIRRUPS _� * 8 O.G. • *4 + 12' Ce +101-a- - 2 * 6 5OTTOEiw. 04 *� 12' 4 » 5 50TT — — Xi1 -6' C7 3' '� X i m X X 13 X 4' -9' O x 3'-o' �D�i''� LIL/ X i $" I I + 10' -2' H.P. � `Q ■ ;Q 44 012- T.O. SLAB » 1 12 T 8 4' -0" I " I 3' -0' SLR A� - 0_11 X 3' -b" X 4' -9' SLAB Mal X O qk Ln �DP 05 612' �, �' a, or- SLAB 1 a n1 X 115 *121 Q _ N 1 -4 28-9 � CONCRETE: 5EAM SC DUB MARK TOP TOP SIZE W X +� REINFORCEMENT TIE6 OR STIRSUP5 N' GPACM REMARK OTT. T. TOP C E I=P. 213-1 +12' -8" 8" X 3ro' IN 2- LAYERS 2 * 1 rr- 2 * 3 IT-YPPE, u an �. 8" UPTURNED 28 -2 +1 @' -8" 8' X 24" 2 * -1 2 05 I I w ! I-ml I 1 05 3 8" m i 28 -3 +10' -81' 8" X 24' 2 ' 5 2» 5 81-51 JUS 28 GALV. HANG=ER 1* 5 3 I 41 I D TRUSS l 28 -4 +10' -811 8" X 241 40-1 IN 2LA`1'ERS 2 09, I I 1 » 5 3 �' / 1 - I --------------------------- 25 -5 +10' -8" 8" X 26' 2* 1 2* 6 1* 5 3 ET S" 2B -rro +10' -8' 8" X 24' 2* 6 2* 5 a 1* 5 3 FT I 8N 2133 --1 +10' -8' S" X 26' 2* 6 2* 5 1» 5 3 EJ 1011 213 -8 +12' -811 8' X 36" IN 2 LAYERS 2 * 6 2 * 3 [� L'A an UPTURNED 25-`3 +10' -41 16' X 4 * 6 4 * r© 1 05 3 EJ l0" 24' MIN. ARCH 28 -10 +10' -8' 8" X 32' 2* 6 2* 5 ■ 2* S 3 ■ 12' 28 -11 +10' -8' 8' x 3 * 6 3 * 5 3 E� 6' 16" MIN. ARCH 28 -12 +11' -10' S' X 32" 2» 6 2 105 2 05 3 ff 12' 213 -13 +10' -8' 16. X 6 5 * 6 5 * 6 3 Et 10" 28' MIN. ARCH 25 -14 +13' -2' 8' X 12' 2 * 6 2 * 6 3 [� 4" 25-15 +10' -5, 811 X 281 2 »-1 2 0 -1 1 05 3 Et 8" 215-16 +101-a- 8' X 28' 2 * 6 2 * 6 1 05 3 3' 7■■■ ■C � 11— �0 x 61-91 I _ I 1 CV , -t M rA 25-11 +11r, 04 a 121 cl ■ _ X � — ' r X r- - - - - -- X 4' -9' EL. + 10' -B' I rr- ■ ■ f ,Tn i an �. T8 3 06 3 » b TB 25-1 _ _ - - -'� ----- - - - - -I - I J x ■ I I w ! I-ml I I Iml ■ ■ ■ m i "' ■ 121 -5' 1(a' -9' I 81-51 JUS 28 GALV. HANG=ER I l 12--2' P/F WO I D TRUSS l GIRDEf Z TRUSS I I I ASKS D 24" G — — — — — TO GIRDER TRUSS # - I --------------------------- SECOND FLOOR FRAMING PLAN SCALE: 1/4' IN 11 -0' NI TOPOF T. BEAM oft 'T EL. + lm' -8' ■ NM� �EMC II II II X 10' II II II ii II II ' II 3" X b' i+-- 3' X 10' +� 24 "O.C. I I II II II II II II II II II II I 1_ SEE DETAIL i A /S -2 3 3 "x10" 34' + A 3 -41 WEADEG ROAD EMBEDED IN CONC. CAP FOR 6' MASONRY COLUMN 7n 1 ctl 12901 S.W. 132 AVE MIAMI, FLORIDA 33186 T. (305) 278 -7776 F. (305) 278 -7473 WWW.BELLONMILANES.COM AA- 0003505 ARCHITECTURE LAND PLANNING INTERIORS CONSTRUCTION MANAGEMENT W U W w 0 Q� U) �o W U-) 1L CE w cd Q EL o co F_ W " ra^ VJ J W rD V `—r DATE: 02 -13 -01 DRAWN: ALEX P - A.P - J.P / CHECKED: AP y rkl l /p" 0 LAG 5CREEN 1,�1�ixii i +� "rti- it (- ';lt PROJ. NO: 200(oLBm52 W13' MIN. PENET. 2. 3. DETAIL A 50ALE: 3/4' = 1' -0' —2 :ONG. CAP T. Elu. 1 i I I I 4. BDC: BUILDING DEPT. COMMENTS CC: COORDINATION CHANGES AB: � AS- -BUILT VI5IbN' AFTE PPROVAL 3 � '5 -- to .bri - IN L Cti 9 86 �1Q�1;+ A IA s` R- 87S7 I ANGEL MILANES, AIA AR- 0015845 OF >.' I TOP OF BEAM EL. + 10' -B' I I I ■ !ci m i "' ■ to '� JUS 28 GALV. HANG=ER I BY USP W/4 10 d NAIL TO GIRDER TRUSS # 6-10 d NAILS t0 I LEDGER I I I a 1 � L'A ■■ 28 -12 ■ ■ ■■ ■ ■ 1-1 ■ ■ 1-f S -5 Jv 5 -5 TOP OF COL. EL. + 10' -S' NM� �EMC II II II X 10' II II II ii II II ' II 3" X b' i+-- 3' X 10' +� 24 "O.C. I I II II II II II II II II II II I 1_ SEE DETAIL i A /S -2 3 3 "x10" 34' + A 3 -41 WEADEG ROAD EMBEDED IN CONC. CAP FOR 6' MASONRY COLUMN 7n 1 ctl 12901 S.W. 132 AVE MIAMI, FLORIDA 33186 T. (305) 278 -7776 F. (305) 278 -7473 WWW.BELLONMILANES.COM AA- 0003505 ARCHITECTURE LAND PLANNING INTERIORS CONSTRUCTION MANAGEMENT W U W w 0 Q� U) �o W U-) 1L CE w cd Q EL o co F_ W " ra^ VJ J W rD V `—r DATE: 02 -13 -01 DRAWN: ALEX P - A.P - J.P / CHECKED: AP y rkl l /p" 0 LAG 5CREEN 1,�1�ixii i +� "rti- it (- ';lt PROJ. NO: 200(oLBm52 W13' MIN. PENET. 2. 3. DETAIL A 50ALE: 3/4' = 1' -0' —2 :ONG. CAP T. Elu. 1 i I I I 4. BDC: BUILDING DEPT. COMMENTS CC: COORDINATION CHANGES AB: � AS- -BUILT VI5IbN' AFTE PPROVAL 3 � '5 -- to .bri - IN L Cti 9 86 �1Q�1;+ A IA s` R- 87S7 I ANGEL MILANES, AIA AR- 0015845 OF >.'