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01-0131-001 ITEM NOMINAL MATERIAL DRWING/ DETAIL DESCRIPTION THICKNESS QTY' I 001 114' STEEL — TO 2x2 x 1 I 2'x2'xt/4' MAIN POSTS — I ( 002 114' 6 TO 2x2 x I'-&' I , 1 1 003 114 TO 2x2 x 3 -13 ro 12.8 p 01'� ]E TYP. 1/4 I I — I ( 004 3/8' BASE PLATE °i � I I 51/2'x5l/2'xl/4' BASE PLATE 005 1/2' — ROD: 18'-0' 8 1 I 4' 11N. W/ (4)-1/2'-0 HS. THRU BOLTS 00;6 1 14' TO 1.5x IS x 18'-D' ! I U I I 00-1 1/4 — TO ISx 1.5 x V-8' 2 z 1/4' — TO I,Sx 1.5 x 1'-0' 2 I 009 1/41 — TO i rat 1,5 x 1'-@' 2 , — _ 394 West Broadway Q 010 1/4' TO IBx IS x 0' 4' 2 2'x 2 x!d TO 011 3/4' ROD: 0'-id 4 I New York NY 10012 STAIR STEEL PLATE NOTE: PART LENGTH ARE LONG I Tel 212 431 1262 D �- f - MITER/ COPE TO PIT N 23%' 11/2'x 11/2' 1 5'/2" 4 I Fax 212 966 8659 SCALE: 3'=1'-@' S'1 23/ ' 11/2'X 11/2 e HANDRAIL © • HANDRAI © - L2' ROD v C U - - • WELDED N ' Fro - • N 11 tt TO 2'x2' o o t ' �, v POST "— '� ©r M eA ua AIL ors�vgD. -40 • 11 �t 1/2' ROD `t El =� 23i4' 11/2'x l�/2' � ,and an�ma. �u 2 "d 1�2' ROD ° WELDED - • 5 o o ,��� HANDRAIL © °°°°�.a bent%, coacde.e the e.fslad SrA WELDED 'd TO 2'x2' 0 I rm b � m and in wba,« to o .a.at of t�tM en UZ Wd me/ b TO 2'x2' POST , » wtom pennWom �t b POST SEE DET. A/S-1 5 `� • ,,,,-2'x 2'x1/a' 3 5ASE PLATE #I tt � El PROJECT: 3 <n It �t POST ;r 5 2'x 2'x 1/ '� • SCALE: 3'01'_0' �4 U.MN OUTIMMS ' 48 IN. (EDGE DISTANCE) THE SHOPS AT SUNSET PLACE :t d'MIN. (ED E DISTANCE) / • ��OST 11 3i4' ROD I SOUTH MIAMI FLORIDA • / �j1i2' S1�2' 3ia' 4 � � UlcLDED , STAIR RISES PLA E W (d CONC. SLAB - 1/2•x5�/z•x3�• ® /4 TO 21x2' 2 ' CONC. SLAB L2'x5�/I �/ 1 1/2' T RU BO TS. LATE b �/4 POST I KEY PLAN: LATE ' CONCRETE i' i%i H; ' U '%, (4)- 1/2' EXP. BOLTS 3 (HILTI KWIK BOLT II, TYPO ±/4- METAL TRAY �/,/ EMBEDED 3 z MIN. (NTO CONC. 1/4 4)- i/2' Exp. BOLTS � SEE DETAIL A/S-1 f ' ' (HILTI KWIK BOLT II, TYP.) SEE DTL. A/S-1 ;-IANDi�r41 L DETAIL I EMBEDED 31/211 MIN, INTO CONC. 9 i SECTION SEE DETAIL A15-1 SECTION SECTION G SCALE: 3'ai'-D' � d I _ _ S-1 SCALE: 1.=1'„0. \5-1,/ 3 SCALE: 1' 1' 0' S-i SCALE: 1'-1'-@' 2 5 -1� _-------- . W-0' MAX. 4'-0' MAX. 4'-0' MAX. 4'-0' MAX. 4'-0 MAX. , ID 1 � —h a'h q CONSULTANTS: y N 0 2'-48" ---- — i 12' 8 '/.'//,•�i j/;/� � i ; �".;i/iii; ` 0,00 TITLE: 5 { _ 4 TITLE1 3 I TITLE2 12' Ii• TITLES S C3 1 . 4'-0' MAX. 4'-0' MAX, 4'-0' MAX. 4'-0' MAX. 4'-0' MAX. Scab @ !ir 2 3 4 2'x 2' 2'x 2' TS' ' SCALE POST 2 cA 1 _g Daly Dmwr- DATE 4 r � - � 3 I Dtawn by / Checked by: FRONT ELEVATION F'1-,411 5 �/ - 1 �0 cv � `fl DRAWN BY CHECKED EY 12' Q �4 3 I L uance/Rcvisions: 6 Na Date: Remarks: +8-0' .LF ) 12.23.99 T.O. PLATFORMF 2'x 2' 1 . POST 15-4 TYP SIDE ELEVATION TOP STAIR RAIL 31-ovi 31-01± 3 LE W-0' MAX. 4'-0' MAX. , PHASE' I o '� 12' 11` ❑ Site Survey cv � �� 1 3 d i m � I ❑ Predesign Service METAL TRAY , [I Schematic Design M Q 4 ❑ Design Development C� C. SLA 3 19 Permit Document D ' ❑ Frid Document �+ 3 4 Cl Construction Document D 0-W .I.F. ❑ supplemental Information N C: ❑ Presentation m #0"5 [n - pmeem m Cr TYP SIDE ELEVATION Lj 5OTT. STAIR FRA I L CD Cc STAIR RAILS SCALE: 1/2'a l'-0' ARBAB ENGINEERING, INC. CD .' ` � ��` ;•,,; •,,� CONSULTING ENGINEERS m CD a ►4 Ltiv� �sr tsti l� . A+4, 11900 BISCAYNE BLVD., SUITE 508 # •'� r,, y •• ' 4. NORTH MIAMI. FLORIDA 33181 PHONE NO. (305) 891-5049 FAX NO. (305) 891-0504 a r. EH NUA1ntr"'� 7488 Pc N0. 35460 ST T OF LL- / I. ,��'•. . 1 �' ti El El 2 0 C3 ED EL U rtl U LL1