Loading...
02-930-041III i ZONE 5 ZONE 4 -14.40 P5F ZONE 4 ZONE 4 -60.45 PSF ZONE 5 ZONE 4 +55 a0 p6F 13151Ma -14.40 PSF +55.a0 PSF -60.45 P� -60.45 PSF 14 +55.50 +55.a0 P6F 14 -60.45 PSF S-I0 00 +55.40 P5F P5F 5-10 262'-0' S-Im 5'-1 1/2' 3'- 5'-b' 3'-0' S'-'� 1/2' 3'-0' 5'-6' 31-0' 3'-6' 3'-0' 5'-b' 3'-0' 3'-6' 3'-0' 5'-b 3'-0' 3'-b' 11'-6' 3'-6' 11'-6' 3'-6' II'-6' 31-6' 11'-6' 31-61 il'-b' 3'-61 11'-6' 3'-61 11'-61 3'-6' 11'-6' 3'-b' h'-6' 3'-b' 11'-6' 3'-6" II'-6' 3'-6' 3'-0' -b' 3'-0" 3'-b' 3'-0' -b' 3'-0' S'-'J 1/2' 3' 0' S -b' 3' 0' 5'-1 I/2' - - r - 11 r 1 6 r 11 y 11 y 11 I 2a 14 IN�} Y11 11 11 1 11 I ( Beit Il - 11 11 ll 11 O � O - Co a o : -r • 28-19TO 2B-20 1 1 t 5 1 1 1 1 1 28-21 28-22 _ 1 X 11-0 X 11-0 X 11-0 - X Il -0 1 X it -0 - ZD x Il -0 X it -0 11-0 X Il -0 - X -0' X III-0' < - - - - X -0' X II'-0' x b �I 1 I x II -0 - x 9 -0 61 y `n an R ,n - in IFI X a' CHASE X t +{ 1Il R * rt m _, s rill In -� ` all ZONE 5 ;� " ` x ` x an H I all .�� MEP PLANS in an _- I x +- x�`� X _ - rr ,n - M ^t x X - `r in x '� X rn X _ 1 `�- a' 1 CHASE x r x a CHASE `� X ZONE 5 ` -14.40 PSF - - 9 x I I x x r- a 1 CHASE 0 = 6 _ -14,40 P5F 1 •r +55 a0 P5F +55 a0 P5F - = 6. - 1tl 1 1 �, ..+. 4' 1 � 5 4, 1� - I, 31 It - 1A It 11 1t 11 1 1 1'n X 5'-b' an (S _1 - _0 all '�, 1 t X b -mm CIA 1 1 M R I I EL. +14 -2 _ Q. . 3m EL. +14'-2' I '� �, ' ~ I FOUR 3 an �' PO R 1 ;N _ _ - s .p s R A 9• CJ all , VIA ZONE 4 X "' 11' S * SH- I SH- 5H- I �, 21 5H- 21 5H- X 12 _ ZONE 4 -60,45 PSF %` X I 1-0' S• 21 - 4 5 21 SH-1 _ 3 SH-1 - -60.45 PSF +55 a0 P5F rt O k j r 3 'I r 21 � O - �- R a =0r �o o r O o +5F40 P5F 29'-1' 0 05I 12 5 X 14'-0' • • • 1 • X 14 -m15051'_D' - Z�1 12 5X 14-0 12 5 11_mA a I m 1'-O' X 14'-0' I 29 0 I'-0 X 14'-0' 29'-0" 29'-m' - 2V-O' 1'-O' X 14'-0' 49'-2' 1 1 I 2 '-1' 1'-0' 29'-m' ' w _ .' 4" 5 : I I _ �B ,� 30 ZONE 4 :r ' • 4 + It' EMP. I �+ I •4 + 1a' tEMP. =t a Ix X 5'-6' - -60.45 PSF _ _ - -{-- ------ -------------------- -------------------------�._._.._................._.._......_._-..... ,---------...,_.........._.._.. --.- � - 1 ^ � - i +' 4 Q 12 X 4'-0' EL, +14'-m° � I i., +55�m PSF Ln U Mb by I I T t B. b 11 P • I - RAMP DN. b.0s. �- 1 x s - J ZONE 4 Q, � e � N -60.45 P5F - x I UNIrcw J 1' 1' 11 31 4' +55 a0 P5F IA 4, �t 11 41 It ( I 11 1t It 11 11 Ln e � SH- 1 I 1 N I'-m' lb'-m' '-0 23'-0' I'- '3'-4' 2'-5' ''-11' I 21'-b' 1 1 29'-0' I'-0' I 29'-0' X 11`0 29'-0' a 11_01 29'-0/ I'-0' 21'-b' 9'-11' 2'-5' 31-4'1'- 23'-0' 0' 161-01 b 00- m ZONE 4 I I R " �, x _bl p "M ,a SH- iQ SH-1 5H- i D x� p 4 •5 * b b• 5N-60.45P5F 4 6 11 30 r i4 R " o I O SH-I 5H- - +55 a0 PSF .; 4•g 4.5 ti,, � a + 5 � cv r:: _ I m _ 5.5 I - 4'S - ------ -- STEEL STAI x 6t - �C�'-0' i^ -1�A- - r )3Y OTHER • �, 1 X 14'-6 ZONE 4 X - 24 _ TE L STAIR 12 •5 12 •5 1 12 M 5 120 5 ' S 24 x ZONE 4 rt BY OTHER Zl0. 21 1 I 21 X 14'-0' X -0" X -0 " b -60.45 P5F - 1 a al * 1 O I 21 21 ■ I +55.a0 P5F ;� -60.45 PSF +55 a0 P5F _ e -x • I b 1-0" Sl I ill Y Y I 3l 1� .o m ■ C `r - 4' 10' 2'-b' a' a' _ 1 I u UNIF-OFM H iN% 1 11 " UN!FOf�1 F{ _ 1' &L 1' u_ ,,� ■ 1 *- Ke Cs 3 >- ■23 b « 5 1' 1' SLA/ P rA ,, I 5� 1 ' X a' _ 1' 1" 1' _ �' _ 1' ii, `' s 1 1 m 4' x + "- _ A X b _ s I .o .� 1'_01 _ =r -2 SLAB A ,n X 5 -b - L rr 30 23'-0' " '- , N - 16,-2,- -a" 13'-4' x 11_a1 2a' 4' -a" I 2a1.41 in I' -a" 10'-0' an -a' 3'-0' '�'-0" 3'-0" -a' 2a'-a' 13'-4' -a' b'-2' i a' b a' 23'-0' ` -0 30 - O^ a 5 • 11 R 11 a 5 a 5• a 5x 3 5 � 2 b SH-I � « �_ I � - - _ - :: _ 1 X 14'-m1 , . X 14 -m a 1_ T1'P ; I ZONE 4 ZONE 4 x TYP - '° ■ r r ■ � 1 t 1..: > r a • 5 • a - 15 r ■ �' m I -b0.45 P5F -60.45 P5F N I no a 5 x 14 _ X -m _ _ _ p _ a , ' 14'-0' X 14'-0' < 141.0' 12 _ W_ " * 12' @OX 14'- SW-1" a a X 0 x 14'-0' in �q itl ;Q� _6i +5580 P5F +55BO PSF I m 0 a a in 7on LL 'n O 1 n. 5 12' _ . .;' ... .. - 1 I- X 4'-0' - 1 „r .y- • cv, I x ON T iS F- sr - 5-II rt 1 in 4' I _ _KV IN 41 4.5 3' 1 1 X 4 -6 1' in F- 1' I' 61 in ' 1' 1' Y 11 1� ' �[ 11l ' 2B-I 11 2B-I 1' ' I t Y 1 Y ;,r f_ "' 1 405 x 4'. 4 ZONE 4 r r r N ram. - - - .iJ 1 -60.45 P5F cv F; 30 u r u. a'-0 2'-4' a -m Y a10 L ■ ■ ` - 11_/fl K/ ZONE 4 ;� 1 ib'-0" 1 SH- 31'-2' I'-m' AI 29'-0' 1' 29'-0' 1'- 2'�'-m' = LL -0' f 29'-b' in t b _ A 29'-b' 11 1 29'-0" 31'-3' 1-111 16'-m' -60.45 PSF +55�0 PSF I ,X 9 SH- BH-1 O 5H-I r SH-I `4 • cA + r _ 5.5 - 30 X5'-6' • XT�--- _ 12 5 n, r 12 5 r • 12 5 r • 12 5 • r 12 5 • 12 5 • 12 5 T'-(D' _ 1_ _ • X51-6' _ 12 5 ll cv r 3D 14.6" 4 X -0 14 1 14 x 141-0' 14 - -0 14 1 14'-0' C1414 X 14'-m' X 14'-0' o X ITO' o cv _Io 1-0. � 0 u, ZONE 4 �, 63 EL. +14 -0 16151Ma x 40 5 40.45 P5F +55 a0 P5F f ► I.�,: r pis � Q 1 , �� ►�', 41 r� \ • ii /, - mw i' � t f o ' rr ITJ v -� � � � " �SEE MEP PILANC Q .Ln• • • • i • ' EAMS BELOW, THIS LINE Niw• �rrt�Q4►•'mil-❑$$•�©��y�•�J�.�•`• SEE mEP PLANS i1 �„ 1 jI• i 7. aagq � , � �!•WIl�':r •, .45 _ ® -� �a► _ _ _ �► -a► _ �► ®�► �► !,fir / ry I\ \� I :� Y►� ►� - I I: . 1� : _ :►� I. �,► -� _ �Y :. ►: :I I: I ' I.I.I:I. ♦ 1 Y ■'I .I - �� . 11 t� hr ■ ■ 0 1 - ♦•••C7��©[74PO�J�@�t�����!. -I 0' �t �i,/,��L3E6�P�PJ�• Q� s•a C}'i./t Irlrtlrrrr©••••©i'•••Q .•..►r�Ll.•19LftlEi..994.1�,��� 1 �T_,�fJ •••••.Q�CPr•••• �� ► ` , • ,,� - / p - Mimi Q ZONE 4 ZONE 4 IIC`, I SCALE: IDS' = 1'-0' PRECAST CLADDI WIND LOADS - SECOND FLOOR 5l.DG ZONE 4 ZONE 5 TRIBUTARY AREA N1=Cs. PDS, NEG. P05. m 5GL Ft. UP TO 10 5GL FT. -60.45 PSF +55.a0 PSF -14.40 PSF +55M PSF 10 5Q. I=1', TO 20 SQ. FT, -58.0 PSF +5334 P5F 49.41 PSF +5334 PSF 20 50. FT. TO 30 SQ. Ft, -5655 PSF +51.90 PSF 4654 PSF +51.90 PSF 30 50. FT. TO 40 SQ. FT. -55.52 P5F +50.61 PSF 4450 PSF +50b1 PSF 40 SQ. Ft. TO 50 5Q. Ft. -54b9 PSF +50.04 4212 PSF +50.04 50 SQ. FT. TO 60 SQ. FT. -54D PSF +49341 PSF 4110 PSF +44J39 PSF 60 5Q. Ft. t0 10 5Q. FT. -5352 PSF +48.81 PSF 4050 P5F+48s1 PSF 10 SQ, FT. TO a0 SQ, FT. -53.01 PSF +483b P5F -5951 PSF +48136 PSF a0 S0.1=T. TO 5Q. Ft. -525' PSF +41.94 PSF -56.73 PSF +41.'4 PSF 90 5a. Ft. t0 100 SQ. FT. -5222 PSF +4151 PSF -56.00 PSF +4151 P5F ZONE 5 IS 12'-3' WIDE AT CORNERS THE REST OF tH1= BUILDING IS ZONE 4 LPCND a' GMu BEARING WALL a' GMU NON BEARING WALL CONC, PANEL, BY OTHERS GONG.I3EARING COLUMN OR TIE COLUMN OR TIE GOL�MN RING COLUMN ® CONC. COLUMN OR TIE COLUMN BELOW 1.lEYNp SLAB 'A' 5' CONC. CAB W/s4 * 12' BOTTOM EA. WAY coNcP,1-=TE stSMuIGtH NOTE-. CONCRETE STRENGTH • 28 DAYS SHALL BE: PC SLAB = 4500 PSI F'G GONG. COLUMNS = 4000 PSI F'G CONC. WALLS = 4000 P51 W i'ERIMPOSD LOADS FSF PARKING AREA DEAD 10 LIVE 5m 1.- FOR SHEAR WALL REINFORG. SEE SHEET 5-12. 1.- FOR STRUCTURAL NOTES SEE SHEET S-1. � 3pTQ: �HESH=DULES AND EEFT S-1. 4: FOR P05T TENSIONED TYPICAL NOTES t SECTIONS SEE S-a. 5: PRECAST PANELS BY OTHERS ARE pE51GNED t0 SUPPORT AN IMPACT LOAD OF 10 000 LBS. b.- " BARRIER SAFETY CABLE LOCATION SEE ARCH. DWGS. ALL LOAD -BEARING CONCRETE MASONRY UNITS (CMU) SHALL CONFOFJ"I TO ASTM C'r0 'STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, WITH A NET AREA COMPRESSIVE STRENGTH OF MASONRY OF 2800 P51. FOR NON -LOAD BEARING WALLS THE NET AREA CDMPRE551VE STRENGTH OF MASONRY 15 2500 PSI GONG. MASONRY WALL REINF. THIS LEVEL SHALL BE TET+ISIONMCs NOTE: TENSIONING OPERATIONS SHALL NOT COMMENCE UNTIL TEST CYLINDERS INDICATE THAT CONCRETE HAS REACHED A MINIMUM GOMPR)=5510N STRENGTH of 3400 P.S.I. t"1 L •r ZONE 4 -b0.45 PSF +55.a0 PSF 0 N ZONE 5 -14.4m P5F +55.a0 F'SF *IY DRAWING TfT1..E: OWNER/DEVELOPERPLAZA 57 DE LOS REYES ENGINEERING, INC. cxAvnLEt � Ass0c�.7rEs AR PA AA 0003o3o NO. DATE 11EVfSlOhl NO. DATE I�V16i4N SECOND FLOOR 0 1-21-03 GEN. COORDINATION •, h••• try O �`* ,��`silltfi�t�R