Loading...
04-04-037so ------ - - - - - - - B A C 89-390 �u F G D E H � ZZ I I 26'-0" 17'-0" 90-000 82-0" 179-0" 159-619 X < k Cn LLJ 7 O "' ILL EL > V. > Lo z" L- - - - - - - - - - - - - -- 1!1'� - - - - - - - - - - - - - - - Ln 12 N i i I 5" SLA3 CL L'i 53.1 L'_): - - - - - - - - - HSS 4 4x4 I < 4 10 14 S4.1 4 4.1 6" SLAB � I I I r + I 11 77TTF777T] 11111 C14 I I T.O. SLAB _0 x MI: 0 >_ WIBX35 W10xl21 1 W30X99 rn X C'4 Q — - — - — - — - — - — - — -- r W1 8x35 W1Ox12 0 4-1'12" �PR ST JOIST .... . ... ...... ................................... ... . t_'J _J 10 x 14 SLAB 04 2 cc POSITE 8 _0 W1 8x35 W10x12 0 s'-O" C-4 - - VARIES W36x135 2' -Or, _\ \-FT.O. EXISTING SLA� - - - - - - - - - - 1'-4" 4-3 6'-6" 3'- 6 ............. ... 71, .......................... .... ...... c5 _ -------_------- 1 9, 0) W1 8x35 W1 Ox1 2 x 77 �x Q. Lp U') x- - It F - -- - - I 5'� S4 04 I VARIES- 2 W1 8x35 2 1, ' I I T Wlo�a 6'-6" 1,3'-6' VA IE- .............. ... . .. .... t 4 - ----- ................ --- -- ---------------------- / ------------- W36xl 35 4, (:6 0 ( Y_ - _1 o 0 0 C-4 ' I I so I A— ............ 2 C14 to II I II I II I II I II l II I II i II I II I II I II I II I _J -1 ---- - - - - --A W1 SX35 W1Ox12 N N >_ Wi/ �RF�AST JOIST =icD .............. ......................... ... ........ ......... 9 .:,j 1 2 OMPOSITE LAB L - -{- - L - - - - - -- - - -- _J' W36x135 W1 SX35 W1 Ox1 2 - - - L - - - - - - - - - - - - -- - - - - - - F- - - - - - - - - - - - /*5 Al x -12" PREC T JOIST W/ \ i J �7 ................ ...................... . ...................... . . . . .. r ---------------- C14 >_ 01 1 1 0) 41/2 CO 'OSITE SLAB x W18x35 W10x12 0 t6' -11" 7'-3" 79-3 7'-3" 7 LO '-,3" 7'-3 r Lo VARIES 2' -0" x 5'- 6 3 -3111\ 1, -9 6'- 6 4'- 6 4'-B" "_5" I 53.1 Y; ----------- e -------- - - -- ----------- �.. / ------------ - ------ W30x99 W I 8x35 W10x 2 -7 . . . . . . 2 C14 x 9L 0 3 -H (:S;44. 1----- --_- -_ - - - - - - - - - - 10 .4 41, 61 '04 CI4 1 6- +.,_16' -0" SLAB I N SECOND FLOOR FRAMING PLAN 1/8,111=1%0" T.O. SLAB ZL +18'-0" (TYP. U.O.N.) FAI SHEET NOTES, F41" CONCRETE SLAB. REINFORCE WITH REINFORCE EXISTING CONCRETE BEAM 2 6x6-W2.1 xW2.1 W.W.R. ON 2", 20 GA WITH CHANNEL PER SECTION 10/S3.1 TYPE "VIL" GALV. COMPOSITE METAL DECK (61" TOTAL THICKNESS) 2 REFER TO I/S4.1 FOR DECK ATTACHMENT. PROVIDE DECK SUPPORT ANGLE L5x3x.kxCONT. (LLV) PER SECT. 10/S4.1 16 zl, 14 2 Mr3 -'1 -60 / BN 1 n'31 • E-1 Drawn By,, W C) v• theNed Py: Z FT-1 G. K. F @ ytiJv 12-16-0 FERM;T SET 5' -6" 3'-3"I ........... jt---C-6' 6" 3'-6" VARI=SI LL c I:L4 E-4 C' W1 8x35 Vl .. ............. . . . . . . ... / . .. ... ........................ ; ......... --------- ... .... 40 FlOx 12 1 C*4 LO 11.0 x 04 W I Sx35 W11002 W36x135 - - - - - - _1 L - - - - - - CL - - - - - - — - — - — - — - — - — - — -- r W1 8x35 W1Ox12 0 4-1'12" �PR ST JOIST .... . ... ...... ................................... ... . t_'J _J 10 x 14 SLAB 04 2 cc POSITE 8 _0 W1 8x35 W10x12 0 s'-O" C-4 - - VARIES W36x135 2' -Or, _\ \-FT.O. EXISTING SLA� - - - - - - - - - - 1'-4" 4-3 6'-6" 3'- 6 ............. ... 71, .......................... .... ...... c5 _ -------_------- 1 9, 0) W1 8x35 W1 Ox1 2 x 77 �x Q. Lp U') x- - It F - -- - - I 5'� S4 04 I VARIES- 2 W1 8x35 2 1, ' I I T Wlo�a 6'-6" 1,3'-6' VA IE- .............. ... . .. .... t 4 - ----- ................ --- -- ---------------------- / ------------- W36xl 35 4, (:6 0 ( Y_ - _1 o 0 0 C-4 ' I I so I A— ............ 2 C14 to II I II I II I II I II l II I II i II I II I II I II I II I _J -1 ---- - - - - --A W1 SX35 W1Ox12 N N >_ Wi/ �RF�AST JOIST =icD .............. ......................... ... ........ ......... 9 .:,j 1 2 OMPOSITE LAB L - -{- - L - - - - - -- - - -- _J' W36x135 W1 SX35 W1 Ox1 2 - - - L - - - - - - - - - - - - -- - - - - - - F- - - - - - - - - - - - /*5 Al x -12" PREC T JOIST W/ \ i J �7 ................ ...................... . ...................... . . . . .. r ---------------- C14 >_ 01 1 1 0) 41/2 CO 'OSITE SLAB x W18x35 W10x12 0 t6' -11" 7'-3" 79-3 7'-3" 7 LO '-,3" 7'-3 r Lo VARIES 2' -0" x 5'- 6 3 -3111\ 1, -9 6'- 6 4'- 6 4'-B" "_5" I 53.1 Y; ----------- e -------- - - -- ----------- �.. / ------------ - ------ W30x99 W I 8x35 W10x 2 -7 . . . . . . 2 C14 x 9L 0 3 -H (:S;44. 1----- --_- -_ - - - - - - - - - - 10 .4 41, 61 '04 CI4 1 6- +.,_16' -0" SLAB I N SECOND FLOOR FRAMING PLAN 1/8,111=1%0" T.O. SLAB ZL +18'-0" (TYP. U.O.N.) FAI SHEET NOTES, F41" CONCRETE SLAB. REINFORCE WITH REINFORCE EXISTING CONCRETE BEAM 2 6x6-W2.1 xW2.1 W.W.R. ON 2", 20 GA WITH CHANNEL PER SECTION 10/S3.1 TYPE "VIL" GALV. COMPOSITE METAL DECK (61" TOTAL THICKNESS) 2 REFER TO I/S4.1 FOR DECK ATTACHMENT. PROVIDE DECK SUPPORT ANGLE L5x3x.kxCONT. (LLV) PER SECT. 10/S4.1 16 zl, E-4 < !e4 CH Isom ............................. ................................... ­1 ....... A R C H I T E C T S 3 501 Griffin Road Ft. Lauderdale, FL 33312 (954) 266-2700 Fx: (954) 266-2701 sma@saltzmichelson.com AA-0002897 BLISS & NYITRAY, INC. CONSULTING ENGINEERS Fla. Cert. No. EN 674 51 S.W. LE JEUNE ROAD MIAMI, FLORIDA 33134 PHONE (305) 442-7086 FACSIMILE (305) 442-7092 www.bniengineers.com George N. Khoury P.E. Fla. Reg. No. 55479 TH K0WCECi;c, TO THE BEST okl N E PLANS AND SPECIFICATION'S COMPLY � 'WRi E APPLICABLE MINIW'AC9b1LbimC-4 i ;E& 14 2 Mr3 -'1 -60 / BN 1 n'31 • E-1 Drawn By,, W C) v• theNed Py: Z FT-1 G. K. F @ ytiJv 12-16-0 FERM;T SET L, ID 02-.CC-�)4 B Shl' 6 6 �D LL c I:L4 E-4 C' 0 Vl E-4 < !e4 CH Isom ............................. ................................... ­1 ....... A R C H I T E C T S 3 501 Griffin Road Ft. Lauderdale, FL 33312 (954) 266-2700 Fx: (954) 266-2701 sma@saltzmichelson.com AA-0002897 BLISS & NYITRAY, INC. CONSULTING ENGINEERS Fla. Cert. No. EN 674 51 S.W. LE JEUNE ROAD MIAMI, FLORIDA 33134 PHONE (305) 442-7086 FACSIMILE (305) 442-7092 www.bniengineers.com George N. Khoury P.E. Fla. Reg. No. 55479 TH K0WCECi;c, TO THE BEST okl N E PLANS AND SPECIFICATION'S COMPLY � 'WRi E APPLICABLE MINIW'AC9b1LbimC-4 i ;E& REVISIONS: A1 BLDG. DEPT. 02-27-04 DRAWING TITLE SECOND FLOOR FRAMING PLAN Project No.: 2 Mr3 -'1 -60 / BN 1 n'31 • Drawn By,, N. G. v• theNed Py: G. K. ytiJv 12-16-0 FERM;T SET L, ID 02-.CC-�)4 B Shl' 6 6 REVISIONS: A1 BLDG. DEPT. 02-27-04 DRAWING TITLE SECOND FLOOR FRAMING PLAN