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09-1110-00933' -8" (FIELD VERIFY) Ea. t. EQ. L. ( 11 Ea. Ea. EL. +42 -2 HSS 8 "x8 "x5AV' ' HSS 811x8"x5Ab ° — '' — — — — _ , HSS SIIXSIIXS/Ib" r = - _ 1W V L I I - LOUVER TYP.) 11 tl II HORIZ. Dlt �IA� } F/.��A� yR�C�H) MEGH 14OcRIZ. DIACONAL WORM D1AC -04 L �t � ' /��_Oy� HSS 8x8 X5/1(0 I HSS X4 x/4 DRAWINGS I HSS 4 "X4"Xl/ 11 II 11 IHSS 4 "X4"X1/ 11 HORN DI't 11411 AL T 4 HSS 8x8 x5/1(0 T 4 HSS � x� x � 4 BE14I 1 I 1 BEH I , — — — — 11 II _ 11 — — — — — - — 11 II II — _ — — tl 11 ------ ------ HSS 8x8 x5/16 HSS 8x8 X5/16 I " HSS 8x8 x5/16 � t I HORIZ. DIAGONAL a HORIZ. DIAGONAL WORM DIAGONAL _ WORM DIACONAL I HSS 4 "X4 "X1 /4" 4 HSS 4 "X4 °XI�4" I I n u I, n 0 — n 11 I, " - HSS4x4x4 HSS4x4x4 I 1 1 -et 1 t st I 1 f T� 1/4" � I __ - - - -_ -- – – ------ - – 1 - ------ _ _ _ - -_— `_ _ - - -_ _ – – – – – - – – – -- E E:_ - - -- 1 11 II 11 II II 11 IZZ NSS 8x8 x5/16 NSS 8x8 x5/1(0 °Z HSS 8 "x8 "x5/1 6" X 1 X I = I X X I = 1 X ;V r S_ cA 1 cn 1 '1 ' 1 _ 1/4" _ EL. +30' -2" ------ - - - ------ - I _ ------ ------ _ _ _ - _ _ ' - - - - - - - - NSS 8 "x8 "x5/16" HSS SIIX811x5/1b" � � _ _ , NSS 8 "x8 "x5/1(0" -r 11 11 11 I HORIZ. DIAGONAL I = HORIZ. DIAGONAL NSS 8x8 x5/16 I = HORIZ. DIAGONAL WORM DIAGONAL BEHI � D " I/ D 1 0 u 11 I/ n 1 1 u n I " n I n i NSS4x4x4 -- _ HSS4x4x4 14SS4x4x�4 , W%4x4xi4 �. I `r I NSS 8 "x8 "x5/16" �' do 1/4" 5EHI 1 —=- - ==�-- - - ------ - - - - - - -�_ - -- - -- _-�_ - - - - - - - - - - --- �_ - - -- tl II 1I " II 11 - - -- NSS 8 x8 x5/1(0 NSS 8x8 x5/16 SS 8 "x8 "x5/1 (0" DETAIL S ' (TYP.) S -3 ` 1 _ LOUVER (TYP) REF. ARGH1 MEGH TYP. ,I 1 DRAWINGS 1/4 .. , DETAIL NSS 8"x8" x5/1(0" ci, 1- BEHIND. ( _ HSS 8 "x8 "x5/16" NSS 8 "xSN5/1611 1 , , ,a , 5EHI = x , rA S -1 S -1 ...... ...... ............................... .. 4EL. +11 ' -6 TA. SLAB H% 8")(S"47/16" 1 LLY DETAIL A ' � _ 3 CV DETAIL A (TY .� S - ` ' @ (TYP.) 8-3 N 1 +E13X' ISb T �/j /7, . 7�///z Z** j / j 10 rf� F R A M E ELEVATION /"72 FRAME E LE V AT I • N SCALE:: -3 SCALE:3ie " =1' -0" CITY OF SOUTH MIAMI EXISTINCs GMU WALL BUILDING DEPT. 3OL ID GROUTED AT = STRUCTURA TION BOLT LOCATIONS CA ,n E EXISTINCs APPROVED BY: ♦ GONG. SEAM u " 3 " 1 " 1— " _ 3x3 x i8 xl -8 LONG L 3 " x3 1I x3 is " xl 8 LONG U/ DIA. THREADED B 0 B W/ (4)- =yell DIA. THREADED ROD 1A193 CxR 51 (SAE 4140), _ I + ROD AM3 CxR 51 (SAE 4140), E F3EDMENT, SET WITH 5 EMBEDMENT, SET WITH 31MPSON SET EPDXY -TIE + SIMPSON SET EPDXY T1E HSS 8 "x8 "x5/1(0" BEHIND NSS 8 "x8 "x5/16' BEHIND (TYPi A-A � .� n� �c �D �ci 'a �v�� vw- L 3..X�..X-18 ..x1 ._Ei.. LVNC1 W/ DIA. THREADED W/ (4) -bia" DIA THREADED ROD AI93 GR 57 (SAE 4140), ROD A193 CxR 51 (SAE 4140), 5" EMBEDMENT, SET WITH ;n 5" EMBEDMENT, SET WITH SIMPSON SET EPDXY -71E SIMPSON SET EPDXY -TIE INTO A 3i4" DIA. HOLE. INTO A 3i4" DIA, HOLE.- EXIS71NCs GMU WALL EXISTINCs SOLID GROUTED AT GONG. BEAM SOLI LOCATIONS LOWER CONNECTION UPPER CONNECTION DETAIL (TYPICAL) DETAIL (TYPICAL) SCALE: I " =1' -fd" S -3 SCALE: I " =1'_0" 4 w W BERMELLO AJAMIL & PARTNERS, INC. achi -a- m Ergin�ering Planning Interior Resign 1_6ndsF ape Architecture 2b01 South Bayshore Drive 10th Floor Miami, Florida 33133 (305) 859 -2050 Fax (305) 860 -3700 MEP ENGINEER: MEPENGINEER INFORMATION SSR Smith, Seckman, Reid, Inc. CONSLTLTZN G ENGINEERS 600 West Hillsboro, Suite 300 Deerfield Beach, Florida 33441 Phone(954)421 -1260 Faz(954)421 -1468 STRUCTURAL ENGINEER INFORMATION DADA M. ALBAISA to - V0bbu = -a°F w oaoa - Aunwmim ft =oaf 'W a l REVISIONS: PROJECT NAME: SMII - COOLING TOWER REPLACEMENT PROJECT ADDRESS: 7400 S.W. 62nd Ave. • N COMM. NO. 0912 -04 SCALE: DATE: 11-05 -2009 DRAWN: DDA CHECKED: DDA CADD FILE: H:INSTITLMONAL DRAWING TITLE: FRAME ELEVATIONS AND DETAILS SHEET NO. S =3 °I tviIAMI INTO A 3/4" DIA. HOLE. _ in INTO A 3i4 II DIA. HOLE. ar.!G DEPT. Has 8 "x8 "x5/16" N ;RAL SECTION Has 8 "x8 "x5/1611 Has 8 "x8 "x5/16" HSS 8 "x8 "x5/1611 , • ; p I1 I1 3 II 1 II (T I y f " n A-A � .� n� �c �D �ci 'a �v�� vw- L 3..X�..X-18 ..x1 ._Ei.. LVNC1 W/ DIA. THREADED W/ (4) -bia" DIA THREADED ROD AI93 GR 57 (SAE 4140), ROD A193 CxR 51 (SAE 4140), 5" EMBEDMENT, SET WITH ;n 5" EMBEDMENT, SET WITH SIMPSON SET EPDXY -71E SIMPSON SET EPDXY -TIE INTO A 3i4" DIA. HOLE. INTO A 3i4" DIA, HOLE.- EXIS71NCs GMU WALL EXISTINCs SOLID GROUTED AT GONG. BEAM SOLI LOCATIONS LOWER CONNECTION UPPER CONNECTION DETAIL (TYPICAL) DETAIL (TYPICAL) SCALE: I " =1' -fd" S -3 SCALE: I " =1'_0" 4 w W BERMELLO AJAMIL & PARTNERS, INC. achi -a- m Ergin�ering Planning Interior Resign 1_6ndsF ape Architecture 2b01 South Bayshore Drive 10th Floor Miami, Florida 33133 (305) 859 -2050 Fax (305) 860 -3700 MEP ENGINEER: MEPENGINEER INFORMATION SSR Smith, Seckman, Reid, Inc. CONSLTLTZN G ENGINEERS 600 West Hillsboro, Suite 300 Deerfield Beach, Florida 33441 Phone(954)421 -1260 Faz(954)421 -1468 STRUCTURAL ENGINEER INFORMATION DADA M. ALBAISA to - V0bbu = -a°F w oaoa - Aunwmim ft =oaf 'W a l REVISIONS: PROJECT NAME: SMII - COOLING TOWER REPLACEMENT PROJECT ADDRESS: 7400 S.W. 62nd Ave. • N COMM. NO. 0912 -04 SCALE: DATE: 11-05 -2009 DRAWN: DDA CHECKED: DDA CADD FILE: H:INSTITLMONAL DRAWING TITLE: FRAME ELEVATIONS AND DETAILS SHEET NO. S =3