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Consulting Structural Engineers 0 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 G S & P Design Services® For The Built Environment ■ Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa E G R E S H A M SMITH AND P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 1B26000797/LC26000381 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EMAIL: gklieger®att.net 4) ,` •� L M H 0 �� m V O �� •- cn �� C C- Ln t=- 0 O N GERSHON ER, P (FL. PE #3 0 ) C� :, o o�. ' J " 4l ��' `C. MAI; Z'�.2413• REVISION No. - Date - Revision �1 2/01/2013 ADDENDUM #1 © 3/15/2013 BD COMMENTS RESP 194' -m' I -12 1 3' -52' I 7' -m' 11' -7' 24' -6' 25' -3112' 2m' -5' 8' -l' 2m' -3' 6' -6' 14' -6' 4' -6' 25' -4' 16' -8' 3' 4' 2PCB -1 2PCB -2 2PCB -3 2PCB -2 /o - -- - - -- — - -I O - - - - -- - -- 0 -------- - - - - -- O - - - - - -- I 4' SECONDARY CAST CONC. �; `� SLAB/PAD. SEE DETAIL ON THIS MECHANICAL VENTS/LOUVERS NOTE: ca I T I SHEET FOR REINFORCING. (SEE MECH. SEE MECH. DWG5 FOR ALL VENTS t I DWGS FOR PAD SIZE t LOCATION.) LOUVERS (LOCATION, DIMENSIONS, �, ,� `�' I I O 6' ELEVATIONS, ETC) IN THE MASONRY ' N G 5 -� I N WALLS BELOW THE 2ND FL. BEAMS. SEE A SEE GENERAL. NOTES FOR INFO. i FFOR S AB I DESIGN LL = 100 PSF (THIS AREA REGARDING REQUIRED LINTEL5 AND REINFORCED MASONRY CELLS EACH I � SIDE OF THESE LOUVER OPENINGS. I N O -� I s -8 I 2PCB -4 2PCB -4 2PCB -5 2PCB -5 I I O O - - -- -- - - - -- O - - - - - -- - - - -- li B l O - -- - - - - -- - --I- O. — .-- .-- .- -: - - -- —5: —:— 'r I� . :.:.:.:. . ;.:. .... 1 1 45 0 8' t ,' "L'B LOW' .'.' . 5 -i I l li I xl0' -0' TYP. RAMP -UP TO 2nd FLR S -'i T , I � I 12' PC JSt 5'-b' OC M � . . . . . . . . . . . ........... ' 12" PC JST a 5' =6� OC . M I j l' . ' . ' . . ' . ' . ' . . ' . ' . i I .. ' 51-01 T xb' -m' TYP. cn = UP `-' ............. .... . . . . . e ..... ........ ... J DN R . . . G 4314' THICK SLAB TYR O l i 0 - I I I i I15� SL 1 . L 6� L 3 �- i�It�ORCED W/�3 012' O EACH WAY CENTERED. LsL RAMP UP ' s -�. I ................ .. ..... � r .I ... .. .. 1 I N 5 -s I l ca .l' . I on , III I; I I ..... . .....'.1. I'.' . ... .. ...1 'I.. N= HSS4�z'x4� ='x�z' (® i� i (2)12'PCJSTS I .......'.. l2)12''PC'J$T I .. ' ..'. '. . ...... r - - -, -__ -- G - r — - -_ —_— - - - - -- ----- - - - - -- - - - - - -- ---- - - - - -- 1 C _ e . . . . . . . ---- ......... — - - -- . . . . . . 2 2PCB -7 I ---- - - - - 2PCB- -- --- O - - - - -- - - - - -- 1 2PCB -8 O ---- - - - 2PCB -7 - -- 2 O m I +- I — - -- - - -- — 2PCB -b 21B -11. . I II G I 13O O �r �- O O 213 3 7 25 -3 I I II I J r r. . . . . . . . . . . . . . . . . . . . . . .� r. ( . . . . . . ,-- A ' 10 �, N�a, I I e - NS G -9 TAI N m �� 20' JST IN V OC MAX (UON) I I I I . . . . . . . ... ..'.'.'.'. ....I'I'...... . . . . . . . . . . . . . . . . . . . . . ►- �" ' �, - o-) A -2 -5V PC -8 �.I � call I ...... .... .............. . .............. ............... ...... . . . .. • •I I ............ �r ... I I'...... ......... .II �� � x ' m E I 15 a 8, T _. _. _. _. 2PCB ^Ib ��`1' I I '� ^2PC 16 _ _ 6. NT . . . . .l`J _ __. T-------- ._. .__. _ ._.. ._. � LEV2 T I Ix1m' -m'TYP - .-- .-- .---- - -• - -- --- - - - - -- — 1 1 4 1 1 � HSS 4��'x4��'x��' a� ' II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1. . . . . . . . . . . . . . . . . . . . A � ............ ................... ,- .�...I(......... , w � ..... .ul r � m � ' 3 �c� . . . . . . . . . . . . II . . . . . . . . . . . .T: OF SLAB g +15'`0'. . . . . . . . ' ' ' ~ 5-'1 - m EL V TOR I I S -i. �. 1 ..... -' .............................. . . . . .. 1 ..�. 1. ..� '.•.�.�.�.�.�.•.�.�.�. `"` -' 2PCB 12 e� � O SEE SECTION R/S -8 FOR INFORMATION .. .•.•.•.�.�.�.�.'II 8 . R ALL CONK. l l . . . .11 - l l _ 4314' MAIN CONC. SLAB• . . .� . e a S IR a1 G.3 14' -11 ' HSS 4�1'x4�1�'x�' HORIZ�4 VERT.� cil ( I . . . . . . . . . . . . . . . . . . . . . . I Wp4' 12'', b C,A UJAY . I I . . . . . . I . . . . . `" . . . . . . . P _2 N - - - - - - I I . . . . . . . . . . . . . . . . . . . . . CENTERED, . ' O � - - -- I I P�U?' 31 /z CONC. TOPPING -1 I;' � I SPANK IDLING S162 -68 l ___ �_ l =_ --- - - - - -- 1 WA3 e. 12'.OL. EA WAY . I CENTERED. II I ' ' . T a' :� �II�'O.C. I -•-_ Ir>� -L- ...............IJ ..'. '.'.•.'.................'.'.'II ' ' '.'.'.'.'.......'.'. ................... .. �' a, T �a ; �a I I Ilii .... o ° ° Q g, } 0, (2) 20' PC JSTS II .... ...............�J ........... ................II'............ .......... . ° e , H _ ' 9 I III .... .............. I 'I ....'......... 3 .....'.. I ........ IQ— .......... ........ ........ �0 . *- ° ° DN u - v 4 MZx4'x31a' — — — — — — — — O9 2PCB -4 I 111— — — — — _ _ _ _ _ — — 2PCB -9 _.— _. _ _._ _._ _._ _._ _ 2PCB -9 , ^.� _.— _._ �._ _._ _.._. _. -- _._ —.— - -- _._ ^. _ _._ — _ _ _ _ — -�— _ — _ _ _ _ — 2PCB -2 a 6, Q 8 2PCB -9 2PCB -9A 2PCB -9 11 o d) 9' -3' 10' -0' r 1-------- - - - - -- --------- - - - - -� cn 2m' -41' 22' -101' 22' -4' HSS 4V2'x4V1z'xV2' FULLY �r WELDED TO BASE 4 CAP B W/ �8'4xb' WIDE xO' -8' BASE 4 CAP IE W/(D -314'4 WELDED HEADED STUDS 3' LONG 512 8' -m' 22' -4' - �2 22'- 101/2' 22'- 1m�12' 2T -1' 25' -312' 26' -2' 8' -6' 8' -I(d' i�2 , 4' 194' -m' I�'`( 0 'IJI '31's g EACH CORNER 4' SECONDARY POURED CONC. SLAB AND 9 24' O.C. ALL W /«3 g 12' O.C. EACH WAY CENTERED. J,� ;�'J� 1 4 7 8 9 11 AROUND, DRILL IN 3' 13 14 18 19 21 22 24 EMBED t EPDXY BOND. 2nd FLOOR FRAM INCA PLAN. d • � . a v NOTE: ALL i�VISIONS CLOUDED � ARf y: �,�r. SCALE: I/8 ' = I' -0, 20 PC JOIST ALL DIMENSIONS HAVE BEEN COORD. W/ ARCH. (G.C. TO VERIFY) r -I I r -r)Wr_ Pen nl =trill 4� O 0 : SGUTH 111111A1M -DING DEPT. ,TURD - g`CT10N Is niLL��- GDK JOB#:K12.059 G.D. Klieger, Inc. Consulting Structural Engineers 0 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 G S & P Design Services® For The Built Environment ■ Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa E G R E S H A M SMITH AND P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 1B26000797/LC26000381 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EMAIL: gklieger®att.net 4) ,` •� L M H 0 �� m V O �� •- cn �� C C- Ln t=- 0 O N GERSHON ER, P (FL. PE #3 0 ) C� :, o o�. ' J " 4l ��' `C. MAI; Z'�.2413• REVISION No. - Date - Revision �1 2/01/2013 ADDENDUM #1 © 3/15/2013 BD COMMENTS RESP PE�CN ND FLOOR FRAMING IL E : K- 12059- S -2.dwg ROJECT: 29080.00 ATE: 12/14/2012