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Artesia Condos Construction Plans (2)
CITY OF CAPE CANAVERAL DOCUMENT COVER SKEET Box #: 3 Item #12 — Artesia Condoes Contruction Plans (13 large format plans) 425 Pierce Ave. Section & Details Page Typical Floor Plan Roof Plan Typical Reshoring S-01 thru S-09 UPON RETURN OF PAPER ORIGINALS FROM MCCI, add to file name: ,, . , . , ,,. _:. . :?�. r x E. , � ,,. - V. .: ,.-, ., s ,. 1 r it ,. , . -4 , , �: -� 1� - � � ".., , � I I � � I . ,- "I` , 'fir -- n - . *1 — � , � — ::'' I : , , I I - IV 4 r a -: -. � : , -":: .: -' ':'' � � I I � I � ,:', ' I I,, — � ., I � ,I I I � I I � .- E , , <. is11 :. ,., .. , .... t. a. . t ,::.. x : t.. 1 : .. ... .. ... , , :.: , :.. :rn. , .,: ,. :. 4. - � + , . ._ .. ,. t. 3., r . ... ,,. ., , - .. ,:<. �. l: : �. :. .- ,+ , :� :., � ... .. r .. .. ,. .,. ' .. e : .. _ r n . � : , .: -+::. :...: .. 1. , ,-...< _ ... :: .. ,.T .., .. ,: ,.: .F-:- -.. r ,: ,. r.„ , "�f; . i. rte, may..: :,. ,::: .. ,.<.,. � .- .. ..� ., - .. .. _. sy a.. .. .. " x ...::. .,:..✓.... .,d „- .: '"'"' ' r q - 4. .: :I, ,,_ •, k, n. ,. n a_ ., j. .. ,.. ,. Y 11 . _., r r - ,rC. .'. , _. _.. r- ; r, , < ..: ;.. 'a Y , ,., } !� 3�M M E�ryr�� yt ��rr /Yy�' 5 _ ,.. ,. win-i.�i:�.+ - r. ; .: .. _ . , - t ., ll� -n _ . �-1. _. .. _,, _ ,. Rt.t55 T BL E NG R /1 . g BLE 5H OR NCx :. , :. _ _, _ :,,, i; , -N.-,.. :-. ' J.. x:,,. �.. - -' t, fig r ..r. v .. n .�rl - -,?, ,. a .. 1. .;. .-, x': ..,. -e. .: is , -i `_ .. y ,' ., - -'. , _: -.. .. _ -11 . r , - - , - ,, r -,.. `+ r .. , . t y"y .. - .- .-..: .'. ;:. ss .Y ,.. , ,,.: is 11 r: ' 11 _ # :tl ::, 4. .::. .:.. r ... ::r. t - - 4 r... ,. ,.. ... „ -. .. . .- - �. .. _ _-._ -"- _ 11 Iy ,. . r ti + w , ,. -e. ry , is .. : :. n. , .. , .. s'. :. .". : .: .. _ au,. i , " i. „1 - I : , � :.. !l�r�1f�� T 6 tM.. .: } , : : r ..: i T 5 LE L S VE 4-U 5 RE 5T LEVE RE oi�ES - . :. _ - ,.Li.. .. , _ i 4C $ 51G S RE � ., : _ n : 4X {a 1-�0 ELL 5 RE 4X4 E Lis 540 L RES i 5T LEVEL 5i} E L R ARES - `�.' P UNp R Oufa6ARD {2) QST rRR t ) 2 P05 S LthE R H DE EACH X4 i S 5F-4 ELL SHORES . , ,: -; . _1. 4t PI CHER TRU55 LECs ABOVE) l2) POSTS UNDER EACH {2) ST , PO 5 UNDER EACH •, _ MIDDLE - T F2U55 LECs ABOVE) RU S 5 E iC?vE ) I :, .. .. ,.m:. .' ', 11 I , I 11 ..,: ,, �., .: .. .,., a ,,: r, ., ,.: , ,., - - - ,. 1* - ' , - ', r , , .. _, r - E. Y; - - ,. ,. , - 2ND, LEVEL RE6HORES. 2N D LEVEL RESNOREB. 2ND V LEVEL RESNORES. 2N D LEVEL ESI-iC��:ES� ;, .X. ELLS SN?RE5 4 4 X ELL.15 SNORES 4X4 1 ELL S SI�iORES , 4X4 ELLiS SPORES i �� UNDER OLiTQA i4ir? (2) POSTS UNDER EACH (i) POST UNDER EACH : (i) POST UNDER EACH _ ,. .. r _ ., LECs � (2) 05T3 F' UNDER tRUSS LEC: af30VE) t TRU55 LECs ABO✓E� TRUSS LEG ABOV., E) . 1"ii :, DILE LE 8) } �,: x r .: - ,,. NOTE= 2Ni� LEVEL 5N0 ` RE RES ` „ .. ,. r .�_, ...., ._, �• ,1 „_ . r : , ,;: .:, :. ,, : ` ° .4RE AT i00.o IST: OF $ L E VEL . _, . ll�SPORES - ,r WHEN THEY A E LAND h . ON �R.aDE OR 5.O_ ,:. , . _r " ` , ter-... .-- .. . , . . ,. , ., , , . ,.- 3RD LEVEL RESHOREB: 3RD LEVEL RES�#ORES; - 4 X4 ELL15 SHORES 4X4 ELLfS SNORES r , RIS L,EvE�. �^cE81-K�t�EFa: (i) POST UNDER EACH POST UNDER EAG4-I _ r TAE3LEe UF=> TC 12' WIDE 4X4 ELLIS SHORES TRUSS LEG ABOVE) TRUSS LEG ABOVE) 11 11 I, NC1TE. 2i*�C� < SRR LVL. 5i -}ORES RS�4RE UNDER. 1"i1Dt�LE a „ _ I SCALE. /a -1 _O , . ARE �kT 10 OF HST LEVEL_ .� RUBS LEGS) E NOTE; 21�IQ t 3RD LVL. RESN02E5 NOT 2N t E D 3RD LVL. RESNOi;?ES r ., _ �: _ , _ >�k?RE5 �1lHE�t ttE'Y, L,4ND: IL ARE AT iQQ-o OF IST S LEVEL o, ARE AT i00rp OF i T S LEVEL - <. , , . t CsRA 3 ,: GE 6R .0,G. , ; I REgHORES U44EN TH Y _ E LAND RE5 HORE5 WHEN THEY E A E ND L O - G N GF*A E 5. C.> R Q. OW CsRAD E O , .... "s. ,. :, :, _; .. 4:. -,, ,n H,: ,.r „ . , . r '... '.' 11 -. . :. 11 I . 1. ,i• , � I ... .....!.. . ., . - . ' :.. �`'l .E?.lFLE TRW` /' f'I - I _ . JJ�\y . .5LE5, UF � �. a' WIDE I : ,.......", , I P', 1. , _ 1% ., '': , , r ., I � , I _ � -""t I � I , - " �- '� , - I � I- I I SCALE. : i ra - i � I I � _ � - ��:, I - ., I—- , I � <: . Ill I I � I �_ I � r ' �� I _� I I 11 I _4 .11 � - . I � ., 11 " I . . I _�_, I :. I I � I . 1. I I " � , � - � - I I 1. I.5CA I 1/ a i LE a O I I _ i I CONCRETE COLUMN SGNEL ULE c1''c C %UMN OR COLUMN OR' DIMENSIONS REINFORCINCa f;t_NFORCING - SECOND FLOOR SI-IEARWALL 5W CA6E WITI-I ADJACENT FOOTIWzS TO TOP MARK OIMENS+ONS ENCASED DRAIN OF SECOND FLOOR TO MAIN ROOF G7 8" x 40" NOT APPLICABLE 8 1 9 VERTICAL 6 J S VERTICAL <1 0 TIES AT 8" oz- 13 TIES AT 8" o.c. B" x 40" e" x 48"S Y 9 VERTICAL 1'3 TIES AT 8" cc. b Y 9 VERTICAL 03 TIES AT W o:c. J/ �.J Q � �C2) 8' x. 48" NOT APPLICABLE 8 ! 9 VERTICAL 6 N 9 VERTICAL J AND SPACINCa AS 13 TIES AT 8" o.c. #3 TIES AT 8" oc. (C3 10" x 16" NOT APPLICAi3LE 4 # 9 VERTICAL #3 TIES AT Ip' or- NOTAPPLICABLE, 'C4) 12' x 16" NOT APPLICABLE 4 8 9 VERTICAL 4 5 9 VERTICAL 1# 1& 11 34" 1.043 #3 TIES AT 12' o.c. 13 TIES AT 12" o.c. �CS !2" x 24' NOT APPLICABLE r' N 9 VERTICAL 4 d 9 VERTICAL _ 42" 2,044. 13 TIES AT 12' oz. 03 TIES AT 12" o.c. C� 12" x 2d° 12" x 32 ° .6 t 9 VERTICAL 4 / 9 VERTICAL # 29 54" 3.400L #3 TIES AT 12' o.c, 13 TIES AT 12" o.c. ccls) 12' x 30' NOT APPLICABLE 8 0 9VERTICAL 6! 9 VERTICAL # 35 6r� 5.313 Cl, TIES AT 12" o c, 13 TIE5 AT 12"oz. a ., \ (C% r vv7 Y,7,777 v v'v +- 7 *777-777,777-7 4 M 9 VERTICAL v 4# I VERTICAL azo+ 8" r. I!o NOT APPLICABLE 03 TIES AT W oz. #3 TES AT 5" o:c; sw-i 8" x �2" NOT APPLICABLE 18 #5 VERTICAL 10 # 9 VERTICAL 13 TIES AT 8" cc. #3 TIES AT SW -2 P" x 12" NOT APPLICABLE 18 9 9 VERTICAL 10 19 VERTICAL (8" x 2I'-5') #3 TIES AT 8" oz- #3 TIES AT 8" o.c. EM -318 8" x t«'" NOT APPLICABLE # 3 VERTICAL 10 IS VERTICAL #3 TIES AT W oc. #3 TIES AT 8" O.C. _ A8 r �e f � I o 54 " I K e _ 1 6 -- — -- — 1-1 o I r � 1 a ! ' i 124:1 fl l r t' 1 I11I Z o+l I LJ 1 W N GL }' ' TOP OF PILE CAPS <1 Q W "-TOP REI 1 4 BARS SAME NUMER (} OL U Q � AND SPACINCa AS - . 4 1113 1 24" 0-&&6 0:20 # 5 1# 1& 11 34" 1.043 d.,�1 # ro # 19 3r" 1.502 10,441 # -1 # 22 42" 2,044. C.& cO # S # 25 4a"ll 2.61P> 1 01`3 # S # 29 54" 3.400L 1.00 # 10 # 32 &0" 4.303 1,21 L.# 11. # 35 6r� 5.313 1.5ro _ A8 r �e f � I o 54 " I K e _ 1 6 -- — -- — 1-1 o I PON -� , _, t r FI _I . , L.. 3' r 1 1. 30G7>� 5. :. ... --..._ T MIX FoR � P r 1. ., cML 3Rau �' .. o P 4 o P . C2 _ . - ! s r ] , } , .J _ 6 _ 6 �9 • i r � 1 a ! ' i 124:1 fl l r t' 1 I11I i o+l I LJ 1 -4-1 I l ipl ' TOP OF PILE CAPS PON -� , _, t r FI _I . , L.. 3' r 1 1. 30G7>� 5. :. ... --..._ T MIX FoR � P r 1. ., cML 3Rau �' .. o P 4 o P . C2 _ . - ! s r ] , } , .J _ 6 _ 6 �9 • i t Y I ! ' i 124:1 fl l r t' 1 I11I i � I i U LJ 1 -4-1 I U : 1 -+ o: s cc� 3f'C cetr .. G3 { NI I ! Fl --7 _ t n _ Q i 1 . 0 0 r t _ F'C9 f - CZ - _e BET EN WeQ rC + 1' t Y { ! ,� r t' t29)1 jj 1 (ll j{ s I I : I � i '4' ' TOP OF PILE CAPS U : 1 -+ o: s cc� 3f'C cetr .. G3 { NI I ! Fl --7 _ t n _ Q i 1 . 0 0 r t _ F'C9 f - CZ - _e BET EN WeQ rC + 1' t Y I , 0311 8 (T) r t' (13?#9181 - t : I � i '4' ' TOP OF PILE CAPS I 21' -Gt t I Qi " d' fi _ 18 fd 5 ._. 4.10 _ C Ci Q ,. I 1 2 5 1 v, w IL _.. v 2 c71 C OL , . . 8 i C 1 t Q _.._ . ! ' a rx- .- �� , t�t�i " � �a ,� $TMir aS AN.,.1" A5aR-=ViATi0N5 AUGER -CAST CONCRETE PILE Q - WE �or� GEt nt 3 CONCRETE COLJi 1N GaROUT-FILLED CELL W 05 - 5- VERTICAL REHF.. UN.O. t 8" tNOMiNALJ C71U� OCkC WAL L raLf,: °+:t2F-G E tl7ALL 4aaa!_L ?m.EGRfiUa�D�i1�G' Rn = IYOtr Dt2AIN 1445OVEI M5W = MA50NRY SHEAR WALL CONSTRUCTED USWa ALL: LINTEL BLOCK; WITH II 4 HORIZONTAL . 1;'S.AR5 AT '6' VERTICAL SPACING. PC ; CONCRETE PILE CAP GES = CO.NCRETE GRADE, BEAM - PILE GAP AND -- -- �..�__--- , COLUMN (AUN-0.) � i r ~ s4 0311 8 (T) r t' (13?#9181 - " d' fi _ 18 fd 5 ._. 4.10 _ C Ci Q ,. I 1 2 5 1 v, w IL _.. v 2 c71 C OL , . . 8 i C 1 t Q _.._ . ! ' a rx- .- �� , t�t�i " � �a ,� $TMir aS AN.,.1" A5aR-=ViATi0N5 AUGER -CAST CONCRETE PILE Q - WE �or� GEt nt 3 CONCRETE COLJi 1N GaROUT-FILLED CELL W 05 - 5- VERTICAL REHF.. UN.O. t 8" tNOMiNALJ C71U� OCkC WAL L raLf,: °+:t2F-G E tl7ALL 4aaa!_L ?m.EGRfiUa�D�i1�G' Rn = IYOtr Dt2AIN 1445OVEI M5W = MA50NRY SHEAR WALL CONSTRUCTED USWa ALL: LINTEL BLOCK; WITH II 4 HORIZONTAL . 1;'S.AR5 AT '6' VERTICAL SPACING. PC ; CONCRETE PILE CAP GES = CO.NCRETE GRADE, BEAM - PILE GAP AND -- -- �..�__--- , COLUMN (AUN-0.) Pc8E TYPICAL PILE CAF SECTION 08-12-20011 A P6R .4RC1i1TECT � l i , s' r t' - '4' ' TOP OF PILE CAPS 3" CL- Pc8E TYPICAL PILE CAF SECTION 08-12-20011 A P6R .4RC1i1TECT T , 3 - '4' ' TOP OF PILE CAPS 3" CL- "-TOP REI 1 4 BARS SAME NUMER (} OL AND SPACINCa AS - . 15OTTOM BARS U.N.O.l SHEET "FORMATION. ' •5.10 et- K43.VD. 9744-2606 Ot.P MMIT ISSUE `Bc ?T rt OI~ PILE CAPS 02-19-20 I E'RMIT ISSUE 2 35-02-20011FI�A1 £Rt1T 1SSU1: Mj V -14' DIA, ALiGER-CAST PILES 05-21-2001 DEA, REM ONS. Pc8E TYPICAL PILE CAF SECTION 08-12-20011 A P6R .4RC1i1TECT TOT1-4E BEST OF MY- KN0,WLEDGE ANIS PL Q �a1� Glfi1 ATIQN �,R _ IN`CG7M ?Li4NICOR F�CRIDA ADMiNIST`R4TtYE CgtDo; A6 F4LL©ti i. 1 T MA1N WANQ»M�MGE REt?1"*TAINCs S -'STEM X45 J�_wTq r.-, NES 1N :.. C CCf DANG'E U11Tt d TPE PRC3 !151 NS QF ANSI/AA�acE. .- 1h41MLt1`'t,:1 C- LUM CR COLUMN OR, LC3l�Era SCR31I1L�1NGS ANS fl1�ER STt2iJCTL11,° T U11T1-t°„�t1aN?. Tk{ i.f3A9 l WWPO�1tJCt - RGt .ASSOCIATED: t;ITN A MNIMI.01E3 Sit WND 6 0, G 110 MP4- 'j T+ ANQ 9W CAGE ' WITH ADJACENT.' 4E COM PONENT5 CLADD1N�x t AYE 81AEN LE TED ANi ?1 -IE R W6E; �- C. J 1N>YCRPCR-4TED 4NTO tPE DE5 G AN}7 5P1~ iF1CAT1�%N� TCS WIT' 14' T'AN-D T4 _N i"44W (� _ w Lu MINIMUMIDESIGNLADS FOid$INGS ;�t�i� tr'T�-tER S'tRiJGt{�fi>T6;" 1'fl tJ"ILI� 1U1i1-t5TAND t1 IE Lt AD$ A55<IATED WIT4 A t'1al+O-l'i,H, a4S1C,l�rN~?. f3' x 40" II0 MPI4' ('MiN9MUi^7 STAND4RD"), C0N6iDERi T1-ri5i.L C311111�(; i 6M 9 vEiii fCAL a) .4L.L STRUCTURLL EL.Et-lENTS' 6P0tjN IN Ts4Ee>E CLA551FtED AS COMPONE4T5 YAND CLA OINCs 8E1=int DE6IGNEG 1C? (2" x 32" � .PAVE .. MEET TI4E MNMUt SNA� FINAL.PEF 0 IBJ THE MINIMUM PREESSURE T0'8E USEfl TO 5ELEGt BUILDING > 0 PmNENTS. #3 TIES AT 8" o -c. r tA; AND CL,4DDING OT+4ER, TPAN Tj- QCSE rw]40�iN- tf it SE PL � 1S ,,�1 *.4 „r 1 rE$GRIEI D IN Tt-iE DSS' ll11iNG i'li!v� t-IlUM P -EQ 1iRET: tilt�iD ,PR �aW `�i + + ytj i {1t C4r-Ar_FOR,', 0t-1PONENTS AND CLAi)oIWS," INCLUDE6 iN T14E5E r- `` Z n C7 FLANS, Tl415 DR4lJiN6 H 43 LEEN PREPdREt>;IN AGf.ORi 4,tvCE � JITH MY 0$ 12-i{)Q� _ R # 3 010, iii tT�31C� 0:11 # 113;` 24", 0.66a s�2ta # 5 # ii` 570 1.0.43 031 # 6 # 19: 3lo" 1.502 0.44 # 1 # 22 42" 2.044 0 -too S # 25 1 48" 2,610 fr'JJS #,3 # 2S 54". 3.400 1.00 # 10 # 32'1 6G.3" 4-303 1,21 # 11 # 33 66" X313 1.50 TOT1-4E BEST OF MY- KN0,WLEDGE ANIS PL Q �a1� Glfi1 ATIQN �,R _ IN`CG7M ?Li4NICOR F�CRIDA ADMiNIST`R4TtYE CgtDo; A6 F4LL©ti i. 1 T MA1N WANQ»M�MGE REt?1"*TAINCs S -'STEM X45 J�_wTq r.-, NES 1N :.. C CCf DANG'E U11Tt d TPE PRC3 !151 NS QF ANSI/AA�acE. .- 1h41MLt1`'t,:1 C- LUM CR COLUMN OR, LC3l�Era SCR31I1L�1NGS ANS fl1�ER STt2iJCTL11,° T U11T1-t°„�t1aN?. Tk{ i.f3A9 l WWPO�1tJCt - RGt .ASSOCIATED: t;ITN A MNIMI.01E3 Sit WND 6 0, G 110 MP4- 'j T+ ANQ 9W CAGE ' WITH ADJACENT.' 4E COM PONENT5 CLADD1N�x t AYE 81AEN LE TED ANi ?1 -IE R W6E; SECCN0, FL(:5pR C. J 1N>YCRPCR-4TED 4NTO tPE DE5 G AN}7 5P1~ iF1CAT1�%N� TCS WIT' 14' T'AN-D T4 ") i"44W iIJItD LLQ CE.TERMNED WS13 *t -E PiCt!1tIC�N C ls1�tSlJlaE. i-�38,. ENCASED' CRAIN OF SECOND FLocm MINIMUMIDESIGNLADS FOid$INGS ;�t�i� tr'T�-tER S'tRiJGt{�fi>T6;" 1'fl tJ"ILI� 1U1i1-t5TAND t1 IE Lt AD$ A55<IATED WIT4 A t'1al+O-l'i,H, a4S1C,l�rN~?. f3' x 40" II0 MPI4' ('MiN9MUi^7 STAND4RD"), C0N6iDERi T1-ri5i.L C311111�(; i 6M 9 vEiii fCAL a) .4L.L STRUCTURLL EL.Et-lENTS' 6P0tjN IN Ts4Ee>E CLA551FtED AS COMPONE4T5 YAND CLA OINCs 8E1=int DE6IGNEG 1C? (2" x 32" � .PAVE .. MEET TI4E MNMUt SNA� FINAL.PEF 0 IBJ THE MINIMUM PREESSURE T0'8E USEfl TO 5ELEGt BUILDING > 0 PmNENTS. #3 TIES AT 8" o -c. r tA; AND CL,4DDING OT+4ER, TPAN Tj- QCSE rw]40�iN- tf it SE PL � 1S ,,�1 *.4 „r 1 rE$GRIEI D IN Tt-iE DSS' ll11iNG i'li!v� t-IlUM P -EQ 1iRET: tilt�iD ,PR �aW `�i + + ytj i {1t C4r-Ar_FOR,', 0t-1PONENTS AND CLAi)oIWS," INCLUDE6 iN T14E5E �,x Arm NOT APPL C45F F. `` Z n C7 FLANS, Tl415 DR4lJiN6 H 43 LEEN PREPdREt>;IN AGf.ORi 4,tvCE � JITH MY 0$ 12-i{)Q� _ R 1 Q F T E i2EQWIREt�tENTS Cr- GI -1A T P. ER 1 STRtJC �. '1'UIaAL. LOADS, .- � �acc � . aNr7,� - 1. RLQ Bu L.QINCs +0G fi ; J I a• (B , ��� G E. 100 II NIG 1p /1t F D l f tml s`T-ma©u,,ANf: ABBREVIATIONS . saw CONCRET COLUMhI WD��+N Rr-I I1w4- COLO,% SIRE-'/ . GROUT-#ILLE'G CELL w: f5 REfa4P UN.0 G1 I I�IINPILL U1ALL _ " CCTtSfiFLCTP.1� BE`t:rEk�'N ¢'L 9L.+ / - rwhmrr WJE"Ep B6*J�OCR BLAea" L(:A �ARt�j„��AtL ,ce;(,.s, p sl�e+e� AIS eE>vEt # i 5 VERT+GAL R'~BdFT _l (ALJ. CELLS CRJUTW SOLID,'TYP. TRESS WALLS) GfROUT P1LLt�D DELL a' 03 RE134R IJ.N.O-.' Ci AJ RTAININCs WALL MAxR tt�'"I T *ALL' — Gi N tALL WITH b IN rafCov7tD CELL rr. 1 anu>Or 511, r-ER:TkGdL tHOATA.-FREE MCJ U14LL JCU1t- ,4,_8' I^14 .� Fle.i�t.70 Ir Ctrl WA�t 1'-�:------:�- SHOW wPkTfCAL 1 5 OAR. FRPM T£ "LOW --i S" Ci"It3 tiNCER STOREFRONT l '�*L „.RouT LIu L C�JRSff a FLF ;.FRAWxli 5LE WALL FOOTING TE.� FRANCsIBLE THICK€N€f? SLAB EDGE FE> = FLOOR GRAIN RD ROOF t>RAIN i'1SW =,M,ASOt R E*4EAR WAIL CON5TRUCTEE3 USING ALL LINTEL . OrCK WITH 14 t-iORIZONTAL VOABL.RS-AT I6" VERTICAL SPACRdG) MEXP P b MASONRY EXPANSION JOINT C- LUM CR COLUMN OR, DIM€NS10Nffi l WWPO�1tJCt - RGt dl, &WEARUTALL 9W CAGE ' WITH ADJACENT.' : C-OOTIW-v$ TO Tod' SECCN0, FL(:5pR C. J tZ' x 24' NOT APPLICA5LE i"44W t:>iMENSION$ ENCASED' CRAIN OF SECOND FLocm TQ MAIN p6(t ,p f3' x 40" NOT APPLICASL � � 9 v€RTIG AL 6M 9 vEiii fCAL 12" x 24" (2" x 32" 6 1 9 VERTICAL 9 d 1 VElellCAL-2t-2flfti FINAL.PEF 13 TIES AT 8" d.G. #3 TIES AT 8" o -c. 0 TIES AT 12' o4. #3 TIE$ ATT 11T" cc. 8" x - 8" x 8 1.9 VERTICAL TIES 6 1 9 VERTICAL �,x Arm NOT APPL C45F F. 61 9 VERTICAL , p miE6 AT 61% 'VEkTiCAL " 0$ 12-i{)Q� _ R h At 8" o,c.. 0 TIES AT 13" w.c. G2 s"x48" NOT AFPLtCACiLE 81 3 vEF4'tjCAL ro 093 'VERTICAL 3•C` D .+t 0 TIES AT 8 c?C,, 0 TIES AT 0 TIES AT`8" o.p,- 13 TIESATS l ( Citic 10 x Iia" NOT APPLICADLt€ 4 1.9 VERTICAL )l3 TIES,AT NOT AFPLICABLI. f C`4 12' x V N&T APPLICABLE ,9 vE�ZTiGAL 4 1 9 VERTICAI, 0 TIES AT !? o.G. 113 TIES AT 12" oG.`1"iT tivFOf C. J tZ' x 24' NOT APPLICA5LE 6 i.9 VER' AI. 4 1 9 vERTl Ai t -(i4 �2_ t%,£,P ,FEf 0?-19-�b�, KNIT- b TIES At t2" c4: #3 TIES AT" W. a.c. 12" x 24" (2" x 32" 6 1 9 VERTICAL 9 d 1 VElellCAL-2t-2flfti FINAL.PEF 0 TIES AT 12' o4. #3 TIE$ ATT 11T" cc. 12' X 34' �,x Arm NOT APPL C45F F. 61 9 VERTICAL , p miE6 AT 61% 'VEkTiCAL " 0$ 12-i{)Q� _ R C7 8" x i6" NOT APPLICA}✓3L€ ¢ A 9 VERTIC 4 '4'1 YEh2T1CA1. 3•C` D .+t 0 TIES AT`8" o.p,- 13 TIESATS l . SIN^ 8" x 12" NOT APPL1CA8LIw IS 1 °J `VER ,41,- 13 TE9 tat"# Do., )O 1 `� VER1`dlC_AL 0 T;ES AT ,� x 21`-8") 12" NOT Ai'P114'ABLE:t$" vERTCti, #3 TIES ATS �c ,: To /.VERTS",x 13.TIES AT PON XVII -3 6W-3 8" x 12" NOT ApF4_icABLE la i S. VE w - 10 1 9 vERtCA , L - t$" >� 24%e) # IES At Q4�. 0 TI€¢d AT 8 oc. ....:. - ryr - TO THE BEST OF I Y KNOWLEDGE AND UNDERSTANDING, ,THESE STRUCTURAL _� -.-• PLANS AND SPECIFICATION5' ARE IN COMPLIANCE WITH 5ECTION 6213-33,001, FLORIDA ADMINISTRATIVE CODE, AS rOLLOuS: 1) THE MAIN WIND -FORCE RE515TLNG SYSTEM HAS BEEN DESLGNED IN ACCORDANCE WITH THE PROVISIONS OF ANSI/ASCE 1-88" MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES," TO WITHSTAND THE LOADS ASSOCIATED WITH A MIMMUM BASIC WIND SPEED 0# 110 MPH, 2) THE COMPONENTS AND CLADDING HAVE BEEN 6E1T ECTED AND THEIR USE INCORPORATEDINTO THE DESIGN ,AND SPECIFICATIC*,N5 TO WITHSTAND THE � z � WIND LOADS DETERMINED USING THE PROVISIONS OF ANSI/ASCE 1-88, c c "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES," TO Z , to 0 c co WITHSTAND THE LOADS A550CIATED WITH A MINIMUM eA61C WIND SPEED OF 111 P, 110, MPH ("MINIMUM 9TANDARD"1, CONSLDEtRING "T'HE FOLLOWING: a) ALL STRUCTURAL ELEMENTS SHOWN IN 'THESE DRAWINGS THAT AREj. N CLASSIFIED AS C01'1PONENTSAND CLADDING HAVE BEEN DESIGNED TO O 07 ''4 MEET THE MINIMUM STANDARD, a, b) THE MINIMUM PRESSURE TO BE USED TO SELECT 15U#LDIN(3 COMPONENTS rVV^1114 ° AND CLADDING OTHER THAN THOSE SHOWN IN THESE PLANS 1S ..F .a` DESCRIBED IN THE DRAWING MINIMUM REQUIRED WIND PRESURE ., W W. 'd. ? CAPACITY FOR r_C)MPf_JFNTS Amn (--I AnniKIr " Ime-I i is ��n Im Tvccc BEAM &C�4EDULE CALL BEAM CONC. f'c = 5000 PSI,> MARK DIMENSIONS - ----.—___ REINFCRCING REMARKS (DIMINISHED WIDT WITH AD ACENT TOP BOTTOM ' _ STIRRUPS DIMENSIONS STiRRtP DEF?TH AS NOTED) CIF SECOND FLOOR zip 0 42. 8" x 40" NOT APPLICABLE B A S VERTICAL C TIES AT 6" GARAGE'S E�E: NORTH BLDCx. . o -c_ wLIL 14 Q 8" WitI (31'-0 OVERALL BEAf9 LENGTH) 8" x 48" 8 113 VERTICAL #3 TIES AT 8' N Q Q 'Y Q AT W ac. C2 8" x 48" NOT APPLICABLE 8 1 S VERTICAL 13 TIES AT 8" Q U � le i 32" 2 V3 2 9 ID WING (32'-0" OVERALL BEAM LENNGTH) i 9 VERTICAL 13. TIES AT ip" NOT APPLICABLE\`J w a} STIR'R'UP K = 26112" - 5-3 2T-1-13 NOT APPLICABLE 4 1 Co � 3 � !0 18 GP,31b 0.11 A If 13 11 24" 0,668 0.; 0 A 5 1 16 30" 1,043 0.31 If Co # I`) aro" 1502 0.44 If l 11122 42" 2.044 0,60 If $ N 25 48" 1 2.6-10 0.113 UPTURNED AT MAIN ROOF, INTEGRAL 54" 3.400 I.©3260" %1211 �= C? WITH e MAIN ROOF SLA$ 4.303 1.21 24" 351. rob" 11 5.313 L 1,56 TO THE BEST OF I Y KNOWLEDGE AND UNDERSTANDING, ,THESE STRUCTURAL _� -.-• PLANS AND SPECIFICATION5' ARE IN COMPLIANCE WITH 5ECTION 6213-33,001, FLORIDA ADMINISTRATIVE CODE, AS rOLLOuS: 1) THE MAIN WIND -FORCE RE515TLNG SYSTEM HAS BEEN DESLGNED IN ACCORDANCE WITH THE PROVISIONS OF ANSI/ASCE 1-88" MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES," TO WITHSTAND THE LOADS ASSOCIATED WITH A MIMMUM BASIC WIND SPEED 0# 110 MPH, 2) THE COMPONENTS AND CLADDING HAVE BEEN 6E1T ECTED AND THEIR USE INCORPORATEDINTO THE DESIGN ,AND SPECIFICATIC*,N5 TO WITHSTAND THE � z � WIND LOADS DETERMINED USING THE PROVISIONS OF ANSI/ASCE 1-88, c c "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES," TO Z , to 0 c co WITHSTAND THE LOADS A550CIATED WITH A MINIMUM eA61C WIND SPEED OF 111 P, 110, MPH ("MINIMUM 9TANDARD"1, CONSLDEtRING "T'HE FOLLOWING: a) ALL STRUCTURAL ELEMENTS SHOWN IN 'THESE DRAWINGS THAT AREj. N CLASSIFIED AS C01'1PONENTSAND CLADDING HAVE BEEN DESIGNED TO O 07 ''4 MEET THE MINIMUM STANDARD, a, b) THE MINIMUM PRESSURE TO BE USED TO SELECT 15U#LDIN(3 COMPONENTS rVV^1114 ° AND CLADDING OTHER THAN THOSE SHOWN IN THESE PLANS 1S ..F .a` DESCRIBED IN THE DRAWING MINIMUM REQUIRED WIND PRESURE ., W W. 'd. ? CAPACITY FOR r_C)MPf_JFNTS Amn (--I AnniKIr " Ime-I i is ��n Im Tvccc BEAM &C�4EDULE CALL BEAM CONC. f'c = 5000 PSI,> MARK DIMENSIONS - ----.—___ REINFCRCING REMARKS (DIMINISHED WIDT WITH AD ACENT TOP BOTTOM ' _ STIRRUPS DIMENSIONS STiRRtP DEF?TH AS NOTED) CIF SECOND FLOOR zip 0 42. 8" x 40" NOT APPLICABLE B A S VERTICAL C TIES AT 6" GARAGE'S E�E: NORTH BLDCx. . o -c_ 2 1 9 14 Q 8" WitI (31'-0 OVERALL BEAf9 LENGTH) 8" x 48" 8 113 VERTICAL #3 TIES AT 8' J STIRRUP K = 2611/2" AT W ac. C2 8" x 48" NOT APPLICABLE 8 1 S VERTICAL 13 TIES AT 8" 6 / 9 VERTICAL 13 TIES AT G r+RAGE DOOR SEAM: EAST BLDG. 8-2 le i 32" 2 V3 2 9 0 8" WING (32'-0" OVERALL BEAM LENNGTH) i 9 VERTICAL 13. TIES AT ip" NOT APPLICABLE\`J STIR'R'UP K = 26112" - 5-3 2T-1-13 NOT APPLICABLE 4 1 Co 4 '1 b 13 ® 3" ACR05SfAB0l'E SECOND FLOOR ENTR'r B-4 S" I6" 2 1 b 2 / b 13 6 12" TYP BEAMS OVER .ELEVATOR DOORS 5-5 ^4" " IF" 4 1 Co j 4 1 6 13 f1 10" STAIR 1 I MIDLANDINIS SUPPORT BEAM 12" x 24" 12" x 32" 6 1 VERTICAL TIES AT 12" 4#S VERTICAL 13 (ABOVE 2nd, 3r6 AND 4th FLOORS) UP -b 8" 1 32" 2 1 8 s 1 8 03 g- UPTURNED AT MAIN ROOF, INTEGRAL AT 12" o.c. �= C? WITH e MAIN ROOF SLA$ UB -'l 24" 3 24" 5 1 9 5 1 9 #4 4 g' UPTURNED ABOVE MAIN ROOF SLAB. 0 T1 6 A' o c. 1, SUPPORTING ENDS OF TWO B-r7's 8-8 8" 16" 2 # 6 2 1 ro #3 a 4' TIE SEAMS AROUND ELEVATOR TOWER US -9A i $" 48" 2 1 9 2 1 9 13 a 16" UPTURNED ABOVE SECOND FLOOR. UiI ? 0 TIES AT er a.c.'; 13 .TIES AT. P" o;c- $W-3 PROVIDE (2) x 2 16 CONT. MIDDLE BARS ..-,1; ... , _�,,...�,..., „1�.Y - y., ,,'-,r'__.: 1-� '_\`..1,"-, ',✓ 1,:�!'-Y".l.`Yl' YY'1r"c�ll'-`.'"l'-`�'vY'Y'-'V"'r -.r. _�^,'l,'.'Y"°v'-Y'-,,. 0 TIES AT r o,c.- 0 TIES AT a C.G. $3 A 16* Q UB -11 S" 24" 2 1 6 1 2 1 61 13812, UPTURNED IN STAIR M a;12;01 AT 2nd THRU 5th FLOOR LEVELS W I W ,suw COLUMN OR DIMENSIONS ggINFORGINGIiJFOlrlc= SHEARLUALL SW CAGE WITH AD ACENT FOOTINGS TO TOP SECOND FLOOR p DIMENSIONS Ls7 CIF SECOND FLOOR zip 0 42. 8" x 40" NOT APPLICABLE B A S VERTICAL C TIES AT 6" 6 i 9 VERTICAL 13 TIES AT e . o -c_ o.c. I 8" x 40" 8" x 48" 8 113 VERTICAL #3 TIES AT 8' J o.c. AT W ac. C2 8" x 48" NOT APPLICABLE 8 1 S VERTICAL 13 TIES AT 8" 6 / 9 VERTICAL 13 TIES AT oc, : 8" o.c. - L:3 J 10*z 16" NOT APPLICAPPLICABLE4 i 9 VERTICAL 13. TIES AT ip" NOT APPLICABLE\`J C4 12" x {6 NOT APPLICABLE rA r 4 1 9 VERTICAL 13 TIES Exp per � ' 1 .r';' _ ,, - c�'1�''. d{a�._ .� �tia�i�. 16 -3 ,. (8'-m 18 -P> t -5 t ._, � I f _ � -! ✓ SYMBOLS AND ABBREVIATIONS COhfCRT COLUiyN� 0 coL�rrn,; 9zE-� C.R')U7' FILLED CELL a P r, REeaf, UNC`. GT -IU INI-FII..L WALL (OPNW+ACIED eETWEENl aLNes SOLIDI -GATED IN -FILL WALL , rGC'tiS'tiallG'T>;D BE�.aEEnt �L4CR'5LAn5) LQAD-B?ARJPdCa WALE ( °�,fr 7�or pis ,c WvE) i S �'ERTiGA. REr'r4 (ALL CELLS GROYTLD e<XII TTP TPESE VALLS) CMU WALL WIITL4 15 ,N G,O,t-EDLL i CE WINDON.i OPENI�i %= (SELLS *'"FKEi '"% LAVER W,NDOlU SILLl �tl WALL OR BE SL, A TfQP REINFQRCIN,*, SLA$ }SQTI;�TM1 jc��1NFORCING RD ROOD DRAIN MSW = MA CNIR7 514EAR WALL CONSTRUCTED USING ALL LINTEL\ BLOCK WITH 14 HORIZONTAL lllj a BAR$ AT 16" VERTICAL SPACING, MEXP = S_ MASONRY EXPANSION JOINT CONCRETE CCA-UMN, SCHEDULE (rc COLUMN OR COLUMN OR DIMENSIONS ggINFORGINGIiJFOlrlc= SHEARLUALL SW CAGE WITH AD ACENT FOOTINGS TO TOP SECOND FLOOR MARK DIMENSIONS ENCASED GRAIN CIF SECOND FLOOR TO MAIN ROOF 8" x 40" NOT APPLICABLE B A S VERTICAL C TIES AT 6" 6 i 9 VERTICAL 13 TIES AT e o -c_ o.c. I 8" x 40" 8" x 48" 8 113 VERTICAL #3 TIES AT 8' 6 1 9 VERTICAL 13 Tits o.c. AT W ac. C2 8" x 48" NOT APPLICABLE 8 1 S VERTICAL 13 TIES AT 8" 6 / 9 VERTICAL 13 TIES AT oc, : 8" o.c. - L:3 J 10*z 16" NOT APPLICAPPLICABLE4 i 9 VERTICAL 13. TIES AT ip" NOT APPLICABLE\`J C4 12" x {6 NOT APPLICABLE 4 IS VERTICAL 13 TIES AT 12 4 1 9 VERTICAL 13 TIES oc. AT 12" oz. C'S 12" x 24" NOT APPLICABLE ' 1 RTICAL #3 TIES AT 12"o' 4 1 S. ERTIGAL 13 TIES AT 12' ac. C"Sd 12" x 24" 12" x 32" 6 1 VERTICAL TIES AT 12" 4#S VERTICAL 13 o,c. TIES AT 12" oz. 12" x 30 NOT APPLICA15LE a 19 VERTICAL 13 'TIES AT 11 6 l 9 RTIOAL 13 TIES AT 12" o.c. �= C? vr_v 8" x 1b" NOT APPLICABLE 4 19 VERTICAL" 4 1,T vERT1GAL 03 Tit$ AT 6" o tr, 0 T1 6 A' o c. SW- 8" x "!2 " NO.T APPLICABLE i8 19 VERTICAL. , IQs 1 a VERTICAL 6 TIES AT W o,c.' 13 TIES AT a o.c. $1N-2IS 8" x'12" NOT AFPLICABLE JS VERTICAL iO 19 VERTICAL (8" x 21'-8') 0 TIES AT er a.c.'; 13 .TIES AT. P" o;c- $W-3 " 8 x 12" NOT APPLICABLE" 18 19 VERTICAL IO 1 9 VERTICAL . (8" x 24'-4") 0 TIES AT r o,c.- 0 TIES AT a C.G. I - - '_%-_7'7�-�-17 V �777 '� , .14.1 - � _. 7 - __ "'' , - 117- 7-11- --1 -1 I - '_ ,� � - I - - :.,--, ,.I I I � , - 71,- - - 1_'' . 71--, -1 - __ � . , I - - 71 , -1 __ __ _7 � . 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I , � I , � ,� v I - . , - I , 1) THE MAIN WINO-FORC�E RESISTINalsTo5m HAS 5EV'4Lr,'>ESIGNE',cy*IN �� - , .�'. � z � I I I 11 - � � �, _ - � . , , � , � , 4 � � .1 _�� I I , 1 -1- ', 4 ' '�_7,,� _ - -_ 4 �� � : _ I ;1 ; � "',- ��', � _,' � 1 4 "i, I - , . p I �,�, I , ''. _� � -�r--ANSi/A$,�-_,, .,,, SW4 - .,� I Ate-'ORDANCE UJITH THE PROVI6104S e 1��07 MINIMUM DF '"-4 11 , - -, �_o _j � T , � � ", - " �, I � LOA05 POP, 5UILDING5, AND OTHER 5T ,4JCTQI;�E$* *'O"UTHST'A'NC�, THe t-OAE"� ,0, - ' ' I - L - .q W I - -5 , . , I I ., I I � � 4560CIATED WITH A MINIMUM WIND'�f:SM CF 116 ' ' - � " - I I - I BA51C -0,MPH. '. to . , IT W � IL 4 I ,I 0 W I— "I , -i � �� I . � I , _f _� . , ; -1 10 (v F - to, 0 . 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I m . , IT � - I _� , � . �, I � � _v_m"w`#_mm1w=m , � I I I �. w- I 11-1 - 11 -i -111. I'll, __ . � 7 - I - I � ". ,� I , . � ''I � � �_ I I I � , . I I I . I I I �_, , I . I p,� I 11 I 11, I I I I',' . , _ 1�1 I I I , I I I I W, I I � I I— , , -i � �� I . � I , _f _� . , ; -1 � I " I I . I I 2) THE COMPONENTS AND CLADDING- HAVE eEEN SEL15CTEO AN' TWE,IR USE - � 0 I � � I I I I iNCORPORATEr,> INTO THE PE$I(�WAND �PECIFICATJON$10 WITH$ 'THE W &I W - I . , � z , � - - I - I I :�, , � . I- 1. ,, I .11 . � 1� I 1 .�; I 1. -:: �, , , � � � , � , , , , T, I , I , ''. . r 1, - . I � I I I � , _ - I 7AND I - � I "'* � I �, I _ I I 1 ;1 I , I � , '' WIND LOADS DETEWINED USING THE PROVISIONS OF.ANSI/A6_C:E 1_", ' , � I ,� - "MINIMUM -DESIGN '$TRILICTURE I - - - ' - L I (I 1. - I I I I N _ I I , � , -4 1 , 'I �,� I �:,,�:' , , 4: - � ��, � I ,, �1_ I ��', - 1, � LOACS FOR %fl_D1i,,*,q AND OTHER T . 11 I ArR065/ABOVS SEC,qNr,> FLOOR p . I . - _N'iRy Z_ � " , ioll, ��q 'o � , L L , - 6, __ 16, �� , � ; � t 00 '..�,, ,-� �; WITHSTAND THE LOADS A556CIATEDAUITHL A MINIMUM e.451C WIND,s6"fZEoEvoF � � I, .. - �11 q I "I I � . . W, � I �n - : " 0� , D. , � p , I �a 0',� , , 1 4 THE FOLLOWING, I �. . 110 MPH CMINIMUM STANDARW),CON,61PERING - � -, �S� � � - I u - I , . . I I'll N_ , 1. I , 11. t_1 _�,: "l'i `/' - - I I - 11 . -0 I I �-, a) ALL STRUCTURAL ELEMENTS SHOW IN THF -5 1:�RAWIIW_ I e TWAT. ARE - ,4 :, 0 1i < , . �,,A M . , js�: , I I , 11 I � � i '.. u I �, � 1 , " �2� I CLASSIFIED AS.-C,�)MPONENTS AND CLADC51W�j -HAVE 5"EEN DE$,IGNED TO - ' a- , , 0 , , 'm 0, 44. is, 0 I - I, ,, I I I I 1 - -1 �,� I - I I __ I I I . I A I - 1-1 I I I . MEET THE MINIMUM STAND RD, ., � , , 1, I - � b).TWE MINIMUM PRESSURE . � loo � cc, ; V � - ` - I �: . 04 - - I *� �� ", � _ � � - tv 0 0 1 t, 0) I TA � q ': _,��Y�;�-,� � I � TO BE U6E0,T0 SELECT tWILDIW.s COMPONENTS � I I I , � I . � I I I 116E ' rA 1 � F__ -, W �411_1 , � � E , I 7_:��.��.��' 1 ,I . I .4- , , �i `- AND CLACONG OTHER THAN T1406E 6HOUN ,IN THE PLANSAS, , - *MINIMUM 1; I I � �� - ](�' - - I � 1 �4 -t,':� I F - ��` - .4 ' � " ',�,� 'S DESCRIBED IN THE DRAWINGL PRE - I I Z$uf;;u RE,0UIReD,W,jND - I 11 . ,� 1. I 11 � I � 44 r - I � . -- I !!. �: ,_ , � W* 'q 04 ' � _ 'r. '' I __ � . � . _r �' � I I 1 -4 1 1 - � " 1� . . . I I . ,A: I I i I , � I � i I , - I I 1 _---�7' - �, �, , - _��_ ___ I CAPACITY FOR COMPONENTS AND CLADDING., INCLUDED IN THESE .; I - . 11 9��'_ � I'll � __ _____ _____,�_ � I . I ft _ U, 4' 1�1 . I I � . I I � I - ; � ", �: I � - I - . I I , �� r I I I - , I I I *W � I � - *1i __ PLANS.' THIS DRAWING WAS 5EEN,PfQJ':_PAkE I . I r,% ; � .,o ; ,:: " � I � . - I �, I I I I.- � I I `1 f A? I / _/ � / i z I - ----- �_ � I � I o IN Acc oRvANCi otw My );.wl� Q - ia x �,,� 11 _1111.: , ,,, I I � 6 . / . � .'�' � , i - 41 1 1 � � � I . 11 � 11 �-__, - i / I _-, atSTKNOUXEDGE AND UNDERSTANDING OF THE MIN#�`IUM STANDARD. '-' I , p ': 41 1 1 _44 1 1 1 - - I I I I - I I J� ..�jr,4��'/ I ' '124* ZZ , - � I i ' Lw.j L - I � Z -1 , I Ir I , I . : . I � - I / : I I I e'.40' . 2 �/ _ I ___� , - �() I I ____ --- 0� ', I f I / . I 11 11 C7 -, _`K 0 0 � - - � , , " � . . t, I ; I Ob 1, / I I c) THE SUPPLIERS OF 15UILDINGCOMPONENTS ANI:>,C-LADDII-*!��HALL' , ' ' �_ 1-4 U -_�_A . I Cid ���. .. , __f` It C04, , -`--__7 _ I I � , , I '00, 0, flo I , - - I I . I vi � - / 7) __ -4w--.---- i .'' / 4� /I - - , (�) i I � ; . f i _T/ I 9' " 1. / i -L-__ I I I - � 0 , I � 7 . I I . 1, I I � I . I � I I � - 1/-4 , , . ,�a;- --",-V- __ PROVIDE TO THE CONTRACTOR --AND TO THE E�UILPW'ff OFFICIAL A , � I . I � . 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A4 ki 5 I � 't ca, ---� I � I r ' .5 I - I - I � L L I ! . , I I /,I 'Z'.Yi' I , i . - (� Cjd L , , " 's . / ELEMENTS HAVE BEEN PROVID'E[:� IN Ar -r TW T 5 . , �_ I F_ � L �_ I �.; - . � L 'L � L . r / 11 11 Is I / L / 2) � . I r � L ,ORVANCE WI H . I L' . I 1. � 11 - -,.� , , I . I I .. - 11 I . - I I I I --- 11 '. I,/ I 7 I - . . I -1 '' I , ao� �T. - .1 ,_ _�'L I . I I I - I � _� I I . A I I . . 'E 'I Np u W 14E , � � , ,a Q� L ;, __�� . I I 11 I 14 I ,� cqz-� , 11 PROVISIONS OF A5C -20 (MINIHLOI StANOARD), A T - - ,�:, j�: � I - I / I - .__ tl - : I I - ` - I I/ I/ I � LIT . I � �:" i- Q , I - - /. I I -1ENT5 ESTABLISHED Sf-,Etir-ICALLY <�R BY *REFERENCE IN , 0 L,' - I I . , �1' . --- If . I _ 11:1.10:1 __� -QUIREt , )A � I I- / I ! __ /(�) �3,, - i I��7-67L,,�� / I o I � I-- _ I / / RE :) L 2 . - , ,Z, , - I . -- L I I I I " ___ n, 12 1 I 8'.48, L ; L �r ...... L : I . I I Ip/ I/ ", , / �4 C I ___, , %�:, ,, . I , � I I r i � . (1) , I ,- I I - I I 11 LI I I . -'I ----,___ I I 11 � P*tc)c�� Lj / ,:�7 / / ,Z_� I i 11 I / THESE STRUCTURAL PLANS. THI PR:ov , L Z Z '' L - , �, , - � ": - 1 2 � . I I , , . , C�. � I -, � I I . I I _' . . - I I I - 1 I I I L I / . __. � _�� I I I --- f - -4 11 4 _ _ , L � . -, / , , - �_4 L Z7, "I - - I , ____1 IE EW3INEER IDING SUCH. � � / - I , � u - - I, I&. - / - .5. , _1 / / .54.4 - . f jt� (�02) - 11 "I --�-8,1,24. / ! I CERTIFICAT ION SHALL SERVE AS A DELEGATED ENGINEER AS I 0� _' � ' 1, - I , 11 L I , a$ --� / evil / - I � f p L - I I . I - 'A , , - 1 17.� . I I I I I ��,� 1. __� '1/ ! - uj.1 2 C�ee�, I -WAPTER WG15,-30, FLORIDA ADMINIST TIVE CODE. 11 ��, " . 11 - I I., �e_� . 1 4�/ / , , . ------I_ . - - - ,--. - . I I I I -1 I -_ jt / - I I -- � ,_ 4) 7 1, �, 4 5 r , ci,� � I STIPULATED IN t_ . I 1 4 1 . I I I I r I I I ---__ CCL . 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I _ ;P/' FC2, � -9 , - 7 1 ____ / ___ ) �;_�-- --).- , L � 11 -, _., -1 I � 8 - .. - / / 11 THE REQUIREMENTS CIF CHAPTER 16, 'STRUCTURAL LOAD$! OF THE, I'551 " --- I � I ! i / 11 , i -- j; . . / (�5:) ___4,_� i � CC - I "i . .L - , I I L I I I I I 1; I ______.__--?4�-,s. I I I \�_ a. ,I ____ I I frI48* . .. / __ i c.c,' I f �, /f �1_ . 06 �/ , EDITION OF TI -4E S5CC1 STANDARD MiLDING, CODE, L I . I � � 0 1. I _,�`I I - I - I I . , I M L r , , , ' �,�,��, . - I � . I I _, �, . ; -I--- / I I i - / -9 -_ 11.1 I ,/ I � . . 11 .1 I 1, L I i __ -I-1 - / I - � L-,:�'��z, L. . L I � � / '1Z)____-___ , - -_ , . I It 11 POST- 7-eN , 11 I 'y 17- 24- Q::� - , : , oldI) (�� ,r . � . I I -,' .- I � I. I . I , I _____ - ____ . " Oj��,sj __ -)�_ 0 % I -_ 61 ;�/ 1_; c '2%,A, -* I It I I - I L � �, �' � . I I . I I �, ��,�, sl( - y I L . 11 I . I �o , ?V�b " IIII. - 46 �_ cok , I � , 1 fi*,40- . / L L � , .. 11 , I ____, I I -_ 11,��o () a)i i I i I . - I � , 11 � 11 - q :ILL I : T I I I . 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THE MAIN WIND -FORCE RE51STING SYSTEM,PA5 15EEN DESIGNED IN , 1 I 04 I I I =" , I �W m ACCORDANCE U)tT1,4 THE PROVISIONS OF AN6I1Ak-,E'l-W, MINIMUM DESIGN I I I - � � !01 . 1. _ I � LOADS FOR 5UILDING5,4NO OTHER 5TK,�JCTURE5," TO WIT146TAND THE LOADS I ^ (A I .1.11 � ''I I I I I A66OCiATEP UATH A MINIMUM 5A,51C WII�P $fc�Er;p OF 110 MF�4, I , I I - I 1 I I (n � m . -.1. �. --- , -----p-,--" , I 4 I ' I I I - 14 w I I . I - � I 1. 2) THE COMPONENTS AND CLADDING HAVE 15EEN 6ELEr_TED AND THEIR USE , w 1 I . I I ?I I INCORPORATED INTO THE DESIGN AND SPECIFICATIONS TO UJITHSTAND, THE OM4 [ 6, � E. WIND LOADS DETERMINED USING THE PROVISIONS OF AN51/ASCE 7 -aa, . I MINIMUM .0, I I I � � I 0 �l a %, DE51GN LOADS FOfZ e0LDfWzS AND OTHER STRUCTURES,' TO � �� 6 O�0, loo. - 0 In 0 10- V WITHSTAND THE LOADS ASSOCIATED LUIT14 A.MINIMUM 5ASIC WIN -EEDOF 1 4p 6f I I _ STIR�P K = 2&1,-2' , - � � I I olli I 110 MPH ('MIN(MUM STANDARD"), CONSIDERING T14E FOLLOWIW_s-. � I � Q j %, N' C4 1�_ N ('0 I" a 1) A! L STRUCTURAL ELEMENTS SHOWN IN THESE DRAWIN636 THAT ARE . - � o < �;/ r 4 II , I I . 11 . CLASSIFIED AS COMPONENT5AND CLNG HA GNED TO I I I MEET w CC In I - 0- ol 0 � THE MINIMUM STANDARD. I - . - - M ,4 . �� �a ( H INI RE TO 5E USED TO SELECT BUILDING COMPONENTS I � I � WO �_ . , - w 44 �, � AND CLAC)DING OTHER THAN THOSE SHOLN IN' THESE PLANSIS 'MINIMUM .1� u '41 11 - I . 14 si DE54SRIBED IN THE DRAWING REQLJIRED�WlNr_-� PRM�RE � I I— I I I I : #3 a to, I :3 , - o ol L .2 r w w CAPACITY FOR COMPONENTS AND CLADDING," INCLUDED IN T14ESE . 2 # a A4, z n r, T . � , , - ', ., I I I � I �� � I . I I � 0.11t, I - . -, I � . 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I I- I , I - - i I � I .1 � . - I . :, - . , : f . _.. I ." " . I . - - ,- - I i FrwOVID.0Z REINFORCW.s 5$-� HERE IN ACVITION I � 1; ,� I I , '%�.:.l '. I " , , � . I r . , �% �;. � ;,�,, �1� , . . , . � , , __ " I -� j . TO THAT $HOU .AWIWj5) - I I / I , ' � I-, I � I I �! , "t !v - N IN P.T. %4OP DR I � i �� I . w ,_:,,-,"�;I_z,-,,�, �.� ',-, � � k - 1-,3C , , , �, ,,, I - ._,t�,� ,. " T , , � � : - t - :: I I # 5 x 4 / I I/ � - . , ,� ,. � - -T . I . i I I I � "I I I I - - I F�_. - � I �--- �`��, -�� � ,'� "�:j,-, . , I . 11 �, .1 , , t., - I � . I I . .. I I . . � I I �� �l ____ I 1:z�, �:: I '_ I. :��, , IQ,- . I 11, . -11 . � � I "'. _1, � Z , I / i TOP EEEVATOR PENTHOUSE I � - ' � I , - � I . . : � d A, -, ,- . -� �,: '�� - -, --�:`� * I 4�� - � . I !�,_,T,_-, . - � � ,, _,,-, , � I - - I . I I I . . 7 W. - �__ �:! .�� �.�,.,;" - , �: I , I ll . I � _ -, I , I - - _ 1: , � - � - I I . -JI � k, ,_ .11 / I __ � / :_ _� -- I . I � I I ,�. :_1 I cq � _. 11 - 1. 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IN T �- 1 1--.1 I � i I . �,��, - - - � . � - ` � 'Eo k�*INEEOe 6HALL CONSIDSR T;4E CEAD LOADS , j3 � I I I � 11 I , � � , �r a � . - , , . - , ' IDELEGAT � � I ., ,,� ,'_ _,� --;:; ' - , : . � , , , , - 1.11 - - I I � - � I - �l � I � � I L. - - !� - -I", , ,7'_,�_,',__"___' ' - - . I I _. I I : . , , . � 11 1. � . � . � A TS ON THE MAIN , � � 1. ExRJT�_, , "I // ! � I . , " ,3, � " - �,�� .,�, _ , _ . . I . , � � � fii 560CiATEC> WITH THE WALLS AND FARAFE _ 1 1 1 , � '� w4l '* , " - "' " " � �11, . I'� '' _ � 11 " I � I - � . . I ! - "' , , __ L - 4, , , , I I L � . , , I � � ,,, I '. I I ,/ r " 1'111_�.' " " I I ". . '�' - ' I ,- L ' I ,. - " . - SLAB, CONSIDERIN03 ESPECIALLY TALLER PAR, I / I , I ; ., , - _� �_�._` - , , - , . , , � 1.1 , . I . . . I I I / . .1 -1- t - . . _, I , I ROOF � APETS. i � - ;, I - , I i j 4- . I I - I I � � . � I I I I . _ . �,�I I r:, I ; � r I I I �v , � __ll I _�_lll 11., _4 ,�� , ��, , ': ,:,,� � I .x� 1, '� I I � I I I --, 1, � 40 ,_." ii . ", �. 11 - �___��__.", i_ 31�_ , .1 I � - _ (-, -,- I / I 'I - I ,_ . . __,ftm I I � I I i le 5YMeOL& AND AaaREvIATICN5 mz-_ r-1 I r -O -N -CRETE COLUMN - I 11 e e EL OW) t_Lll_u,l ll� Vi_t --,*, 1-i � !,,�F* I GROL�'r-FILLET_- SELL w�� #!� REe4X�,,�,N.C'. - T -T PICAL PARAPET LUALL , -.-A-- X_c__r�L_u -) GRCU'-FIL"E::� CEI -L u,/ If 5 PEe-:JR, LjN__ - PARAPET WALL _ -A I I �!��TZL L,N,C.., , - . GROJTF'LLEC� CELL w, #�Fi RlEa4R L��ki,C. L FULL.-HEk�HT TOWER UJAL � =;Mlliii I I I WALL 09 eEAM 5ELOU) E�E"m t'l!_f;y- *. 51 � I- ___._ - - __ ... - - - __ - �- - - - - - . . &,45 TOP R , EINFORCING � . I . - , $L.12 -a r2QTTX nINFQRCI __ , RD = ROOF DRAIN I . I - $CPR = SCUPPER IN PAI'�APET WALL MEXF'= 3t�"MA_I-ONRY ExPAN5JON JOINT I I BEAM &ISPEDULE - ' , .(,ALL BEAM CONC. r'c = -5000 p5l) . I MAW DIMENSIONS REINFORr_-IW_% REMARKS (DIMINISWED I _ tJDTH 1 1:)EPTH i�. ..... ------- I ... �� TOP __ ---I--- � E50TTOM 1 6TIR>�PS $TAJZjP DEPTW AS N&Ec) I � I i I 1. . I . !;� � 2!22R BEAM: NORTI-I BLDG. a-) !01 1 32* j #'b 2 # -B 1 14 0 e I :�j -v ovr=RALL BEAM LEN4TW) tU� (, - __ 1 � ; . � � � . STIRRJP K = 26"2' , t I I : - . GARA" D BEAM: EAST BLDG, 12021. I 87n . 10, I 32' 2015 . i 2 # e 1 14 0 6" nql UJING (32%0'OVERALL BEAM LEWsTH) I - . i i ! I I _ STIR�P K = 2&1,-2' , - � __ a-3 ____ _ 24' ' 131E," 4 # 6 � 4 If ro 1 13 0 a" ACROSS/ABOVE SECOND FLOOR INTR'r 5-A � I 13 0 12" TYR 5EAM5 OVER ELEVATOR 0005�5 . . i r 4 __ � � � .* Y � - � STAIR I I Ml0LANDING"5Uf=lPORT BEAM I 15-5 14- . I 14" ; i 4 06 � 4 # ro i : #3 a to, I (A50,VIE 2nd, 3rd AND 4th FLOOR$) U5-1& 81-, I 1 32- 2 # a ' j 2 1 a � ' ! 03 a 5" I I . I I UPTU"D AT MAIN ROOF, INTEGRAL. . I __ I I � 4 � I � WIT�4 e MAIN ROOF SLAB' I I � UB -1 2 4' I . 1 24 5 Us I , � ,I 51s i i 14 O'e ,� � . UPTURNED A45OVE: MAIN ROOF SLAB, - I i I I � I . %P1=0RTi44- ENDS OF TWO 5.6's' I I �l I B-5 r I V 2IJ& � 2 1 r, I #3 0 10' I I - � TIE BEAMS AROLIND ELEVATOR TOWER u5_sA 6" I 4,W 2 1 c3 I I 2 #13 - ,� ; � . 1 #3 816 I I � UPTURNED ABOVE SECOND FLOOR � ue-126 , j � ! � PROVIDE (D�X 2 J6 OONT. MIDDLE 5AF�s � _�( _v-,"". . B ;o ,r__V__�_�,_�__,_r_ ev-1 2.4. ( -2 06 I yly-v---, IV-., -P- 1 ;?4 - , I -_ -I(- �_,(_e_,�_'e��(-�-v --v-e-*y-y-y-v-y-1-_ - � - .1 I t � � 1� I I I I I , & �iaLl_ 24' 1. # A I i 2 0 & i I f #3 is 12" TUF�NED IN STAIR 14 4 ' I I . e/Q/01 I LUAPT ____ - - , � I 1) .nd THRU 5th PLO , OR LEVELS - -, . W SHEET INFOqMATION 12-04-:2000 D.E.P, PERMIT ISSUE� 102-19-2001 PERiT ISSUE 2 , 05-02-2001 [FINAL PERMIT ISSUE , 1 4 - I I � 05-21. � 20011 Lf,, DEP -RE\Aslolqs I i I I . I , 08-12- 2001 j & PER ARCHTEC,T ' I 1. I I I I . - I 0E$j1__N , .. el.C;E5. I 11 � �____ � I ____7,__b4_q4w_ff_ �.. - - 1 5,:S�5. - I'll . I I SCALE � I _T_ , - - 1 3,/,32" � 0 - " �_ . I � --- I - 1. I I , . I - � I- � I I � 11 41 - . I . I � I I A*=%- 10% fww_� ; - ,%MM7 t - I � � cj U 0 .: � , �5 17 , 9 0 - 4.i � -,v N .r . c 0 = z -C 's � 31161 .1" r_ �v �- 1; t� �� r- �. , � . f.- � , $ . I I k, � , I .= w � 9 ,- 11 ,.� I z - w 1, " .J , .1c � I - z , liz I., � � i � cl, I . I . � � � a ! I t. I I � . I 4 I � � I I - . 11 � I I I � � I I q x I � 1. I I I � , � I I I I I I - . I I I � . I I . I I I I . . -1 � . , I - � 1 4 - � � . I , I I I I . - I I . I � � I � p � 11 z � , 1 1 � . � I I I � I 11 . , I I I � � � I � I - I 11 I I � - .1 I � I - I I I I . , � � I I I 11 � I I . . I I I � I � � I I - I I I I I I I I I I I - � I � . 1. I I , - I I � I �r � I , - I � - I , I � I I I � I . I . I I I - � I I � � . , I I , I - I I I � . � . , I I , - I . - I � I . � � I . I � I � . I I , I I - I - I I I . - I I I � I � � � I I 1 4 � I I , � ! - - � � . , . . : � I ,�g � I � --- . I , . I I I I . 11 I � ', . : 1. - . _ �� , , . - � I . I I - I I � , I � _:__ - I - __� - � . I I I mL� . � . , I - I - . � . -1 - � 1-1 � . I ,c ,. 11 I - � I � 1, , I - I , I � � , � I I - ,. - , I . , - I 1°-1IN13"111"!EQIl12EDIT&, SND CL DDING OWN EXTEfR1CR 5U1LDINC; WALL5 EXTERIOR But L©INGLEM NTESICR zQNE f'125SL1RE E:CT RtOR ZONE ESE WINDOW 0 75 EXTERIOR DOOR- 58 PSI=, ± "13 P5F ft. WIDE 55D *- 55 PSF, ± PSF 5 ft, WIDE -rGD t 54P5I~ 12 ft. WIDE 3GD' '- $3 FSr7 + rai P5F' EXTERIOR WALLS -±'55 P5;=' y _ . I'' 1 _ _- � � =:f- � 1. _ ! l i �.Ft . - - .�, .-: , ,���_ _:11 _�---_� � - __- - N IS - WEST MAIN PLAN C.i3. RAOVERALL U 1 LD] 011KQ ELEVATI ROOF ..n . __. _ • roduco6n in W" or �MINIMTJM REQ mil �S AND : _ :.:. , as , .. ..-. .-i:• .., n�+ ._ .. .-,p. _.,. ,,. .. � r r - .. t'.. 474.. e. § .... _.... .-. n.. ... i. 1 - - __ _ _ _ _ __ -- .7- - r,. - . - - - - - - - - ,- _r - - - - 11 , t m ,. _. , f ,, , ' ; +.. - .. . .. i s r r ::. *..i-. n. a ,.:, -, ._ .:. Y . ._ .:r , h ..,.. - -. : , .. - . +_- ter. r _.a:'t ,,.+. •,rt. 1. .. -. 1�1: .. , - , a1. I I I I ♦-. , r.. � REINFORCING - I I p I I ., c . I WITH ADJACENT . . I ,, ) #1 RE8 R ✓ERT GA10 'L FULL LENGTH OF PILE ' \ - 4 "I _N NOTE: (� COLUMN - (L FOOTINGS = (Z STRUCTURAL SUPPORT OF FLOOR ul QO }- d�; 6 # 9 VERTICAL #3 TIES AT a"c, ; d) � � 0, --. I - --- --- I Q 1 e x 48" . 8 i 9 VERTICAL 0 TIES AT 8" o,c. cn -q ( fl W Q i0_ 4 U� 6" x 48" I6 NOT APPLICABLE Q fa� to 00� oc. o.c. (2?" x 16" . STRUCTURAL ELE1"MENT5 ANP ARE SHOWN IN TPE5E PLANS ONLY AS EXTEND INTO COL: DEPTH) # 3 # 10 I i8 0.3116 0_ll # 4 # 13 24" 1 0.6,68 0.2O # 5 " # {6 30" 1 1.043 0.31; # b # n 36" 1 1.502 0.4-A # 'I # 22 42" 2,044 0.60 # 8 # 25 46" 2.{010 0.1g IS # 29 54" 3.400 1,00 # '1032 I ', Coo" 4,303 1,21 # 11 # 35 66" 5313 1.5- a1. I I I I . I I I .- . . . __,-�— _,__�___. , ------------- COLUMN OR I REINFORCING - I I p I I SECOND FLOOR SWEARWALL . I WITH ADJACENT . . I ,, ) #1 RE8 R ✓ERT GA10 'L FULL LENGTH OF PILE ! i 2 'z 3" MAXII 1UM 2' 2 • OF SECOND FLOOR NOTE: (� COLUMN - (L FOOTINGS = (Z STRUCTURAL SUPPORT OF FLOOR ADP #3 U -SHAPED TIES---, 8" x 40" NOT APPLICABLE d�; 6 # 9 VERTICAL #3 TIES AT a"c, ; - ,' "I --. I - --- --- I -+ , 1 e x 48" . 8 i 9 VERTICAL 0 TIES AT 8" o,c. &# 9 -VERTICAL 0 TIES AT 8" SLABS. THE ROOF. DRAIN ENCASEMENTS ARE NOT CONSIDERED (MATCH COL. TI'E S ACING P .:. COLUMN _4, , { 6" x 48" I6 NOT APPLICABLE $ i 9 VERTICAL #3 TIES AT 8" 19' VERTICAL #3 TIES AT 8" , , oc. o.c. (2?" x 16" . STRUCTURAL ELE1"MENT5 ANP ARE SHOWN IN TPE5E PLANS ONLY AS EXTEND INTO COL: DEPTH) '. , W�4DTN I #3 TIED A7 ip" o.c. (f"\ 12' x !&s" NOT APPLICABLE I 4 # 9 VERTICAL ( i ' 13 TIES AT 12" c.c. INFORMATION FOR THE CONCRETE FORMING AND STEEL FABRICATION, #2" x 24" '; I ' 4 #'b VERTICAL 13 TIES AT 12" o.c. � �` C5� !2" x 24" j ; . 4 # 9 'VERTICAL #3 TIES AT 12" o.c. E AND PER THE REQUEST OF THE ARCHITECT OF RECORD, WHO IS SOLELY 3,-" a CHA{`iFER AT CORNERS-.. I ', I ; 1 i 6 #'5 VERTICAL 6 # 9 VERTICAL n TIE6 AT 12" o.c #3 TIES AT 12" c.c. i ' C7 ; NOT APPLICABLE 4 # 9 VERTICAL 4 # 1 VERTICAL RESPONSIBLE FOR THE ROOFING AND ROOF DRAIN SYSTEM DESIGN. t 1St LIFT ONLY) 03 TIE- AT 8" oc. #3 TIES AT 8" oo; - - 1 5'�flr-1 8" x '12" I `i , (8" x 2Q'-GJ"1 T #3 TIES AT 8" o.c. #3 TIES AT 8" o.c. . 8" x 72" NOT APPLICABLE ! i 10 19 VERTICAL (a" x 21'-$") . 103 TIES AT 8" o.c. 03 TIES AT 8" o.c. i J `�, # 9 VERTICAL 3f� 3� - 4 CRAM. ER - a CHAMFER --;_- , #3 TIES AT 8" ac. I I - i , (Ist LIFT ONLY) (1st LIFT ONLY, } r 2 J #5 VERTICAL , � c U #1 VERTICAL -----`- . _ 6 oTIRRUF' TrES MAXIMUM 4 O.D. 1ROOF-- _ � J _ - , a . STIRRUP TEES (SEE SCHEDULE) DRAIN, SEE ARCt-i. I (L! - (4> #4 VERTICAL --- , . (SEE SCHEDULE) HAIRPIN TIES --.. !t1 I w i O i' ;r W I 0 o I - _ - Z i - 1"x1"* #3 TIES AT 8"--- _ \. �, CONCRETE COL, MN SCS PUL (f'c - 50c0 F61) CNR OLU-O COLUMN OR DIMEN51CN5 REINFORCING ;2 w-!2f;�gNG SECOND FLOOR SWEARWALL 5W GAGE WITH ADJACENT FO TWGS TO TOP "ARK DIMENSIONS ENCASED DRAIN OF SECOND FLOOR TO MAN ROOF Ci . ( 8" x 40" NOT APPLICABLE a / SVERTICAL #3 TIES AT 8" o_c, 6 # 9 VERTICAL #3 TIES AT a"c, ; I Cold 5" x 40" 1 e x 48" . 8 i 9 VERTICAL 0 TIES AT 8" o,c. &# 9 -VERTICAL 0 TIES AT 8" oc. �) 6" x 48" I6 NOT APPLICABLE $ i 9 VERTICAL #3 TIES AT 8" 19' VERTICAL #3 TIES AT 8" I oc. o.c. (2?" x 16" . NOT ApPI iCABLE 4 15 VERTICAL NOT APPLICABLE(�) / #3 TIED A7 ip" o.c. (f"\ 12' x !&s" NOT APPLICABLE 4 1 "3 VERTICAL 4 # 9 VERTICAL �. 13 TIES AT 12" c.c. 13 TIES AT I2" o.c. #2" x 24" NOT APPLICABLE 6 19 VERTICAL #3 TIES AT 12" o.c. 4 #'b VERTICAL 13 TIES AT 12" o.c. � �` C5� !2" x 24" I7" x 32" 1 6 II 9 VERTICAL I3 T1 S AT 12" cz_ E 4 # 9 'VERTICAL #3 TIES AT 12" o.c. E __:, (C--!) 12" x 30" I I NOT APPLICABLE i 6 #'5 VERTICAL 6 # 9 VERTICAL n TIE6 AT 12" o.c #3 TIES AT 12" c.c. i ' C7 8" x 16- NOT APPLICABLE 4 # 9 VERTICAL 4 # 1 VERTICAL enll(T , 03 TIE- AT 8" oc. #3 TIES AT 8" oo; 5'�flr-1 8" x '12" NOT APPLICABLE i8 # 9 VERTICAL , 14 i 9 VEF2TiCAL (8" x 2Q'-GJ"1 #3 TIES AT 8" o.c. #3 TIES AT 8" o.c. SW -2 8" x 72" NOT APPLICABLE 16 I S VERTICAL 10 19 VERTICAL (a" x 21'-$") . 103 TIES AT 8" o.c. 03 TIES AT 8" o.c. sw-3I$ 8" x. 12" NOT APPI.,ICBLE # 9 VERTICAL '1019 VERTICAL #3 TIES AT 8" ac #3 TIES AT 8" ac. I I � � i I . I I - I �II I I .I � I I .1i ,� - I I I. � � I . -.- AF FLICA5LE CODES AND 5TANDARD5 1 ` GENER4L NOTES: CONCRETE � PE&ICON LOAD& _�. . III . IIIi;IL�;;II ii�;:,�LI � � -I . . . . . 1 1 . - I — I I I ,. . I -I� I ALL CONSTRUCTION (AND ALL DESIGN BY DELEGATED ENGINEER5) TYPICAL 1 ALL STRUCTURAL CONCRETE SHALL HAVE A M(N(I'MUM COMPRE551`✓E 5TRENGT4 SUPERIMPOSE7P�AP LOADS - I�—I.� '" �_-1.�:' 1 .,..��., -I4II— .� �_.�I 1 ' .. -- '—I. � - xI� lI , 1�:� I.- II TP15 PROJECT SHALL COMPLY WITH THE LATEST EDITIONS OF ALL THE I � AS SHOWN IN THE TABLE BELOW: INTERIOR LIVING SPACES= 10 PSF I I . II' . APPLICABLE CODES AND STANDARDS, INCLUDING (BUT NOT LIMITED TO): - STANDARD BUILDING CODE. . - ,4CSE 1, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. I R= T ACI 3®1, SPECIFICATIONS FCR STRUCTURAL GONCCRETE, I - ACI 316, BUILDING= CODE REQUIREMENTS FOR REINFORCED CONCRETE. - AGI 315, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED 1 CONCRETE STRUCTURES. I AUGER -CAST PILES - 4000 F51_ PILE GAPS, GRADE BEAMS 4 FOUNDATION ELEMENTS 5000 PSI COLUMNS, BEAMS AND SHEARWALLS I 5000 PSI A S RADE SLB ON G 3000 P51 -T F PAST_ ENSlONED FLOOR SLABS 500G� PS I I MA50NRY GROUT 3000 PSI OTHER _ 4000 PS1 . � . I I .1 �- '� I )� . 1, . I � � � MAIN ROOF: 1C PSF , �N- -- 5th FIN- FLOOR ELEV. ` ' r I W 1� ---_ ---- -- - I LIVE LOA✓S `- cs + 495-1 ft. N.G.V.D. APARTMENTS: 40 PSF I `r -- � ) , 4th FIN, FLOOR ELE'V.I . t - PUB�G ROC? 15 1,30 PSF t - _._ ? _ - -- - _ . _ , _, T� + 40.23 I t. NG.V.D. BALCONiE5� bC PSF ' ' ? CORRIDORS. FRST FLOOR: 100 PSF �-1 - .-.-=---------- 3rd FIN. FLOOR ELEV. k - ASCE STANDARD FOR PILE FOUNDATIONS. CORRIDORS, SECOND FLOOR AND A50 /E a0 PSF w; -t - ASTM -416, SPECIFICATION FOR PRESTRESSED STEEL WIRE STRAND5. ALL REINFORCING STEEL SHALL BE ASTM Aro15 GRADE 6Q. STAIRS AND EXITWAYS: 100 P5F ! += ;� ACI 423. RECOMMENDATIONS FOR UNBONDED POST -TENSIONED CONCRETE ASSEMBLY HALLS: 50 P5F tF{XED SEATS) or 100 PSF -- MEMBERS. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED LABELED, I (MOVABLE SEATS? 1 11 � - PTI POST -TENSIONING MANUAL. { SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE ' � GARAGES SUBJECT TO PASSENGER VEH(CLE5: 50 PSF i . I � . ; � I - . e - I -, I I ,� � I I I � � � � I - I I I I -t . _. - PTI FIELD PROCEDURES MANUAL FOR UNBONDED SINGLE STRAND � WITH ACI 315. � 1 GYMNASIUMS: 100 PSF { , I TENDONS. OFF{CE$: 50 PSF I STIRRUP REINFORCING I � , (SEE COLUMN SCHEDULE) - -'AISG STEEL CONSTRUCTION MANUAL. ALL BAR SPLICES DOWELS 4 CONGRE"IE COVER A5 PER ACI 318, � OFFICE L0e51E5: 100 PSF U _i .AWG STRUCTURAL WELDING CODES. { LIGHT STORAGE: 125 PSF Q; I I i U AC 304, PLACING CONCRETE BY PUMPING METHODS. i CALCIUM CNLCR DE -5H_ALL NOT BE USED IN ANY FORM. _ HEAVY STORAGE: 250 SF _ I -- - iT AC{ 530, BUILDING CODE REQUIREMENTS FOR MASONRY"" STRUCTURES. ; i r' it f#+'' ' ---- __- — J a 111 �' t . - ASTM C4'16, SPECIFICATIONS FOR MASONRY GROUT. i UNLESS OTHERWISE SPECIFIED, 4000 AND 5000 P51 CONCRETE SHALL BE I FOUNDATIONS- PILES � � ; r i ;� - ASTM CW, SPECIFICATIONS FOR HALLOW CONCRETE MASONRY. l PRODUCED IWITI-{ A MAXIMUM WATER/CE'MENT RATIO OF 0.45. AS PER THE RECOMMENDATIONS OF THE GEOTECHNICAL (Pi I - VERT(f-AL REINFORCING - AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. ; ENGINEER, UNIVERSAL ENGINEERING SCIENCES, 14 INCH 00 --.--- r - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. j REeAR SHOP DRAWINGS SHALL BE PREPARED ACCORDING TO THE DESIGN DIAMETER AUGER -CAST PILES INSTALLED WITH THE (SEE COLUMN SCHEDULE) I : ' • . -. - APA PLYWOOD PERFORMANCE STANDARD5. I INTENT AS DETAILED IN THESE DRAWINGS AND SUBMITTED TO THE ENGINEER I BOTTOM PILE TIP ELEVATION AT -20 FEET N.G.V,D. WITH { I � I � I --48 x BAR D.A. LAP SP� G� I 11 S. FOR REVIEW PRIOR TO FABRICATION. A SINGLE PILE CAPACITY 0F: AtA PRESSURE TREATED WOOD STANDARD4-(SEE SPLICE TABLE ) - ALL RULES OF THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS. I <08 KIPS (34 TONS) 1N COMPRESSION. - CHAPTER 62 -33 FLORIDA DEP. RULES FOR COASTAL CONSTRUCTION FIVE SETS OF CONCRETE AND GROUT TEST CYLINDERS SHALL BE MADE AND 20 KIPS (10 TONS) IN TENSION. I C PER B L W I _ _--7 .: �� x AND EXCAVATION. TESTED FOR EACH 5C YARDS, EACH DESIGN MI/. AND EACH DAY CONCRETE I 4 KIPS (2 TONS) LATERAL CAPACITY. ' • IS PL AGED. COMPRESSIVE TESTS SHALL OCCUR AT 3 DAYS (P.T,. SLABS) OR 1 { '� I I --- nd .%__ .FLOOR ELEV. ; DAYS (0TH R. 14 DAYS TWO AT 28 DAYS, WITH ONE CYLINDER TO 5PARE. IN FOU DATIONS- SHALLOW FOOTINGS -- -- - - - _,. _-._21.5-1 _ _ .G, .D A N T ^ 1'`'1,4,.1" QN �' I D E N GENERAL O E 11:51 ft. N.G.V.D. ; .".-.:-.�-_- CASE FIRST 28 -DAY SAMPLE DOES NOT MEET PROJECT REQUIREMENTS, HOLD 2000 PSF BEARING CAPACITY. PREPARE SOIL AS PER i , a1j ;