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04-1660(3)-008I T TC BE #4 @ 12" TOP F.,f x 5-0" LG in R: 13060 LB ■ _2 F--R: 10565 LBIS TC CP CQ1 BELOW I #4 @ 12" TOP x 5 -0" LG, r ■ �- R: 13086 Llks TC BELOW ■ t =7" #4 @ 16" E.W. BOTTOM -- 15-11" r- R: 40705 LBS xl STL. COL. BELOW (TYP.) R: 13086 LBS - n -T R: 13454 LBS w Cn Ln R: 19611 LBS 0 ~ B--3 (BELOW) TC �. BELOW a - I 3 #5 © J �t x rq BELOW t =5.5" Ln a WALL -#4 @ 15' E. W. �' w ■ a #4 @ 12" TOP ■' BOT. 4 1 ■. °' Ln x 5'-0" LG. - -� —, � 5 -4 x 1/2-33 CM@ WALI.. BELOW V) CD CO � BELOW -�� WALL `�' �� O % I �- 21 c,,, I -- TC2 / 2' -9" 2' -11" . �'� o #4 @ 12" TOP, BELOW nl h- J x 5' -C" LG., T BAY WINDOW T;g T _ DROP BEAM T BELOW o B -4 0 R: 216 LBS ` + - (BELOW) x i x R 18' -6" PROVID 2.#5 X 5-0" LONG AT CORNERS (TYP.) BELOW a d _ WALL - J LO R: 18700 LBS I m ; r c� I ° #4 @ 12" TOP @j I CMU WALL BELOW x 5' -0" LG. -4- x 1" 10' -8 2' -1 „ I 14'- 4" R: 15169 LBS R: 47922 LB8 '- o @j I Co X °, ¢ \ \ + TC -2 r I TYP TC BELOW OPEN TO BELOW ■ �- - 2 J5 CON T. AT EDGE (TYP.) TC -2 r FIX 0. 2' -7" 6' -10„ 3, -0„ 2,_0„ 3, -0„ 8,_2„ a,,2„ 3, -6„ 3, -6„ 9' -6" a' -o" 16' -4" 7' -0" 56'- 2„ ■I DATE: MOUE F.F.E. +101-311 00 -09 R: 19723 LBS ••Y• w• fYY N • • r • •Y "r" • "•• f • • N • • w " v REINFORCEMENT 56, STIRRUPS OR TIES 15' -6" 7' -10" uy —• -2„ t =7" #4 @ 16" E.W. BOTTOM -- 15-11" r- R: 40705 LBS xl STL. COL. BELOW (TYP.) R: 13086 LBS - n -T R: 13454 LBS w Cn Ln R: 19611 LBS 0 ~ B--3 (BELOW) TC �. BELOW a - I 3 #5 © J �t x rq BELOW t =5.5" Ln a WALL -#4 @ 15' E. W. �' w ■ a #4 @ 12" TOP ■' BOT. 4 1 ■. °' Ln x 5'-0" LG. - -� —, � 5 -4 x 1/2-33 CM@ WALI.. BELOW V) CD CO � BELOW -�� WALL `�' �� O % I �- 21 c,,, I -- TC2 / 2' -9" 2' -11" . �'� o #4 @ 12" TOP, BELOW nl h- J x 5' -C" LG., T BAY WINDOW T;g T _ DROP BEAM T BELOW o B -4 0 R: 216 LBS ` + - (BELOW) x i x R 18' -6" PROVID 2.#5 X 5-0" LONG AT CORNERS (TYP.) BELOW a d _ WALL - J LO R: 18700 LBS I m ; r c� I ° #4 @ 12" TOP @j I CMU WALL BELOW x 5' -0" LG. -4- x 1" 10' -8 2' -1 „ I 14'- 4" R: 15169 LBS R: 47922 LB8 '- o @j I Co X °, ¢ \ \ + TC -2 r I TYP TC BELOW OPEN TO BELOW ■ �- - 2 J5 CON T. AT EDGE (TYP.) TC -2 r FIX 0. 2' -7" 6' -10„ 3, -0„ 2,_0„ 3, -0„ 8,_2„ a,,2„ 3, -6„ 3, -6„ 9' -6" a' -o" 16' -4" 7' -0" 56'- 2„ ■I DATE: MOUE F.F.E. +101-311 00 -09 R: 19723 LBS R: 18476 LBS - I •, y • V _ L Y V V - - X32' -10" ♦'• " L REINFORCEMENT STIRRUPS OR TIES 15' -6" 7' -10" SIT_ REMARKS MARK cn. SIZE TOP BOTTOM CENTER No. - -- 17' -4' N 11' -7° ** NOTE: TB 8" 2 #5 2 #5 3 4 @ 12" from corners, bal, @ 48" o.c. See legend for heights B -1 8" •wN• •••f• r • • ••• • ••• • 24 �, 2 4 u y j __ JL_ — • 3 2 @ 6" o.c, at supports, bal. @ 12" o.c. Garage beam 8' door B -2 8" X 36 "* 2 #6 2 #6 ** 3 2 @ 6" a. c. at supports, bal, 0 •, �� S Arched .... .•... '•.,` �.f." rZ a 3-3 10" X 14" -5 (BELOW) #5 1 CD #5 LAYERED 3 11 @ 6" o.c. at supports, bal. @ 12" o.c. Under Front balcony ' 10" X 12" 4 #5 4 #5 LAYERED 3 J -j bal. @ 12" .#4 TOP B -5 8" X 24 "* 2 FC -1 2 .#7 ° 3 2 @ 6" o.c. at supports, CN LG. @ 12" a. c, Arched x 10 B -6 8" ( TYP.) 2 @ 1n #5 3.5" `= oY ° T X4@12 „U `n x O Gazebo :o x /► m ”' E. . BOT. 2--34 7 ��` �• Q R r_ D CD C� MARK r--R• 60475 LBS SIZE 5 -4 BOTTOM 3 �5 REMARKS o S (/mil S t =7" #4 @ 16" E.W. BOTTOM -- 15-11" r- R: 40705 LBS xl STL. COL. BELOW (TYP.) R: 13086 LBS - n -T R: 13454 LBS w Cn Ln R: 19611 LBS 0 ~ B--3 (BELOW) TC �. BELOW a - I 3 #5 © J �t x rq BELOW t =5.5" Ln a WALL -#4 @ 15' E. W. �' w ■ a #4 @ 12" TOP ■' BOT. 4 1 ■. °' Ln x 5'-0" LG. - -� —, � 5 -4 x 1/2-33 CM@ WALI.. BELOW V) CD CO � BELOW -�� WALL `�' �� O % I �- 21 c,,, I -- TC2 / 2' -9" 2' -11" . �'� o #4 @ 12" TOP, BELOW nl h- J x 5' -C" LG., T BAY WINDOW T;g T _ DROP BEAM T BELOW o B -4 0 R: 216 LBS ` + - (BELOW) x i x R 18' -6" PROVID 2.#5 X 5-0" LONG AT CORNERS (TYP.) BELOW a d _ WALL - J LO R: 18700 LBS I m ; r c� I ° #4 @ 12" TOP @j I CMU WALL BELOW x 5' -0" LG. -4- x 1" 10' -8 2' -1 „ I 14'- 4" R: 15169 LBS R: 47922 LB8 '- o @j I Co X °, ¢ \ \ + TC -2 r I TYP TC BELOW OPEN TO BELOW ■ �- - 2 J5 CON T. AT EDGE (TYP.) TC -2 r FIX 0. 2' -7" 6' -10„ 3, -0„ 2,_0„ 3, -0„ 8,_2„ a,,2„ 3, -6„ 3, -6„ 9' -6" a' -o" 16' -4" 7' -0" 56'- 2„ MIN, DIMENSION AT CENTER OF ARCH T FC -1 (TYP.) OPEN TO BELOW 0, -0" I 0 x- ■ ■ — Q cv in ■ 0 x ■ a, I ■111J1_LLLII�llllllllll ■I DATE: MOUE F.F.E. +101-311 00 -09 -2004 CONCRETE SEAM SCHEDULE I •, y ( 1/411 411 = 1' -011 " CD REINFORCEMENT STIRRUPS OR TIES SIT_ REMARKS MARK cn. SIZE TOP BOTTOM CENTER No. SPACING N ** NOTE: TB 8" X 12" 2 #5 2 #5 3 4 @ 12" from corners, bal, @ 48" o.c. See legend for heights B -1 8" X 28" 2 #6 2 #6 y j __ JL_ — • 3 2 @ 6" o.c, at supports, bal. @ 12" o.c. Garage beam 8' door B -2 8" X 36 "* 2 #6 2 #6 ** 3 2 @ 6" a. c. at supports, bal, @ 12" o.c. Arched Entry beams 3-3 10" X 14" 4 #5 1 4 #5 LAYERED 3 11 @ 6" o.c. at supports, bal. @ 12" o.c. Under Front balcony B -4 10" X 12" 4 #5 4 #5 LAYERED 3 11 @ 6" o.c. at supports, bal. @ 12" o.c. Under Rear balcony B -5 8" X 24 "* 2 #7 2 .#7 ** 3 2 @ 6" o.c. at supports, bal. @ 12" a. c, Arched rear balcony beams B -6 8" X 16" 2 #5 2 #5 3 6 @ 6" a. c. at supports, bal. @ 12" o.c. Gazebo beams CD C� MARK SIZE TOP BOTTOM .ADDL. TOP STEEL OVER SUPPORTS REMARKS Additional top steel over support x x tContinuous SB -1 7" X 60" 7 -- 7: =6 -- 3 #6 x 6'-0" 3 #6 x 5' -- - -- LONG -4" LONG 58-2 7" X 60" 7 #6 7 #6 L1 Distribute all steel evenly over x = Larger of 1-1/3 or 1-2/3 slab band. L2 SB--3 7" X 46" 4 #6 4 #6 S-4 B 7" X 46" 4 # 6 4 # 6 3 #6 x 5' -4" LONG - -- SO-5 7" X 46" 4 #6 4 #6 SB -6 7" X 36" 6 #5 6 #5 MIN, DIMENSION AT CENTER OF ARCH T FC -1 (TYP.) OPEN TO BELOW 0, -0" I 0 x- ■ ■ — Q cv in ■ 0 x ■ a, I ■111J1_LLLII�llllllllll ■I DATE: MOUE F.F.E. +101-311 00 -09 -2004 2nd FLOOR SLAB PLAN '4/ I •, y ( 1/411 411 = 1' -011 " CD i.0 I rq 0 SECTION SCALE: 3/4 " -1' -0" S-2 WOOD TRUSSES @ 24" O.C. R: 214 2rof B %F CONCRETE BEAM +10' -8" / B -2 R: 16288 LBS 5/8" STUCCO ON 8" NOMINAL CONCRETE BLOCK W / #8 DUROWALL @16" V. EXTENDED 4" INTO TIE COLUMN (TYPE LADDER) MORTAR TYPE „N1„ OR „S„ 1 S -2 - w Co i IL 00 +0 - 5/8" CD EXT. GRADE (19/32) WITH 10d NAILS @ 4" O.C. AT EAVES, 8d NAILS @ 6" O.C. AT EDGE AND FIELD. #30 FELT TIN CAPPED @6" O.C. AND DADE COUNTY APPROVED ASPHALT SHIGLES 2 "X8" WD. LEDGER W/1 /2 "O X 6" LONG EXP. BOLTS � 24" O.C. STAGGERED VALLEY SET METAL RAFTER TIES FRT16 BY HUGHES NOA. 00- 0913.07 �rrrrrrrrrrrrrrrrrrri .rrrrrr rrrrrrrrrrrri • ���rrrrirrrrrrrrrrrn • L METAL JOIST HANGER U220 BY HUGHES NOA. 98- 0717.03 + 9, -6„ TOP OF TIE BEAM y 0 TOP OF CONCRETE BEAM `---- TIES #3 ! 12" SC. `..- .... —;. CONC. TIE BEAM 1 + 20' -S" — K. C. DATE: MOUE F.F.E. +101-311 00 -09 -2004 2nd FLOOR SLAB PLAN '4/ 15' -4" •, y ( 1/411 411 = 1' -011 " N TOP BARS. SEE PLAN SIT_ 7" CONC. SLAB cn. m #4 @ 16" TEMP. set 2nd FLR, N ** NOTE: + I IF THE EFFECTIVE DEPTH OF A BEAM rT-- �• EXCEEDS 36 in., PROVIDE ADDT'L Ll� LONGITUDINAL SKIN REINF, EACH FACE AT f y j __ JL_ — • 12" INCREMENTS AS NEEDED, SEES FRAMING PLANS /ABOVE F.F.E. PROVIDE 1 #5 Fz- EX CONTINUOUS 1 " MIN. (NOTE: DROP BOTTOM - I OF POUR OVER ALL M.O. -SEE f. 4 a.� STRUCTURAL NOTES) T E -� #4 BARS VERT. WALL REINF. (SEE d > 36" N ` EACH FACE FOUND. PAN) PROVIDE F 'a ce: HORIZ. REINF. @ EACH �1 OTHER COURSE (TYP.) 12,. - SECTION 2 SCALE: 3/4 " =1' -0" S -2 0 TOP OF CONCRETE BEAM `---- TIES #3 ! 12" SC. `..- .... —;. CONC. TIE BEAM 1 + 20' -S" 7,.'_R^ WALL ELEVATION & SECTION DETAIL_ � 1 �P ww�ao Z 4.. f+t w• ,F, � — K. C. DATE: MOUE F.F.E. +101-311 00 -09 -2004 A _ SHEET •, y ( " 1 #G EACH SIDE 0'. NING CONC. TIE NEAM 2 ,#5 BENT 24" E.W. 2 #5 RENT 24" E.W. TIES ,#3 ! 12" 0C. SIT_ cn. m set CONC. ■L WALL N I rT-- Ll� I J y j __ JL_ — • /ABOVE F.F.E. Fz- I 1 -511 - I .• r �� • . f. 4 a.� E -� SEE S EE S� i �1 f .. b der F 'a ce: 7,.'_R^ WALL ELEVATION & SECTION DETAIL_ � 1 �P ww�ao Z 4.. f+t w• ,F, � — K. C. DATE: 00 -09 -2004 SHEET CS, -2 V�N cn. m set N Q Fz- a.� E -� F 'a ce: �1 CD C� J. M. — K. C. DATE: 00 -09 -2004 SHEET CS, -2 cn. m Q� N Fz- a.� E -� �1 J. M. — K. C. DATE: 00 -09 -2004 SHEET CS, -2