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HomeMy WebLinkAbout39FLOOR SLAB 5'-0" oL w w w a a - a PIPE ip10° /� \ •J SURFACE MOUNTED SCHEDULE 40 6.0 STEEL POST (FILLED o'I W/ CONC.) ON 3/8' THICK 10"0 O BASE PLATE ATTACHED T`N CONCRETE SLAB W/ 1/2'x3' CONCRETE BOLTS FRONT VIEW VEHICLE PIPE GUARD DETAIL DETAIL 4 SCALE: 1/2";-= 1 -0 BRACE BACK TO PRIMARY STRUCTURAL— MEMBER LOWER CLG. ELEV. 'SEE CLG. PLANS 48" U.N.O. ON PLANS HIGH CLG. ELEV. h SEE CLG. PLAPLANS ¢ 3 5/8" C.F. 20 GA. METAL STUDS AT 16" O.C. 5/8" GYP. BOARD, TYPE 'X', INTERIOR GRADE (TYPICAL) TYPICAL BULKHEAD AT CHANGE OF CEILING HEIGHT DETAIL 3 SCALE: 1 -1/2 -=T=o 2x2x2 BLOCK OF BLACK WEATHER -RESISTANT POLYURETHANE ATTACHED TO 4x2x1/4" PLATE. ATTACH PLATE TO FRAME WITH SCREWS 2"x2"x5/16" WELDED STEEL TUBE FRAME, GALVANIZD & PAINTED 5" 2x2x5/16 WELDED TUBE STEEL GATE STOP FRAME WELDED TO GUARDPOSTS PAINT FRAME TO MATCH 6"0 SCH, 40 STEEL PIPE, CONC. FILLED & PAINTED TO MATCH WALLS (4'-0" TALL) L6"0 SCH, 40 STEEL PIPE, CONC. FILLED & PAINTED TO MATCH WALLS (8'-0" TALL) TYPICAL ENCLOSURE GATE STOP DETAIL DETAIL 2A SCALE: 1/2"=1'Z_0__" GATE WIDTH r� REQUIRED i I LINE OF SCREEN WALL II 1"0 'L' SHAPED STEEL 22" HINGE PINS. WELD TO 2"x2"x5 16" PIPE. GALV. & PAINTED / - 6" VERTICAL WELDED STEEL - 2 1/2" HORIZONTAL IL Z TUBE FRAME. wag GALVANIZD & w PAINTED 6" LONG PIPE SLEEVE VZ HINGE. WELD TO GATE � w FRAME. GALV. & PAINTED COMPOSITE FACING 9 MATERIAL PAINTED j lI 0j TO MATCH PRECAST co & BLOCK WALLS 6"0 SCH, 40 STEEL PIPE, CONC. FILLED & PAINTED TO MATCH WALLS USE FOOTING SIMILAR TO TYPICAL GUARDPOST I FOOT BOLT DETAIL THIS SHEET (NOT SHOWN FOR CLARITY) CONC. SLAB 241 �F 1/2"x4" WELDED STUD ENCLOSURE GATE STOP�1 ANCHORS, TYPICAL i FRAME & BUMPER. SEE R N DETAIL 2A/A421 $, g J 2'-0"0 CONC. FOOTING 00 TYPICAL ENCLOSURE GATE DETAIL DETAIL 2 SCALE: 1/2";;_ 1 -0 4 FT. LONG, 6" DIA. STEEL POST FILLED WITH CONCRETE IQ 1/2"x16"x1'-4" 1/4v d� SECTION STUD WELD (8 STEEL RODS: 1 2"0x1'-11 1/2" 3 1/2" 1' 8" 11 e - R 1/2"x16"x1'-4" d d �fl fl� 4 FT. LONG, 6" DIA. STEEL POST FILLED I, WITH CONCRETE 5" 5" 01 PLAN ALTERNATE GUARD POST ANCHORING DETAIL (FOR CONFLICTS W/ FOUNDATIONS BELOW SLAB) DETAIL 1 A SCALE: 1/2'='1-0 1 FIN. FLR. —• 2'-0" L 1'-3" � 1'-6" SECTION LOCATE ALL GUARD POSTS EQUAL DISTANCE FROM BUILDING WALL TO AVOID BUILDING WALL FOUNDATION 6 FT. LONG 6" DIA. STEEL POST FILLED W/ CONCRETE THICKEN SLAB TO 8" FOR 12" AROUND POST SLOPE CONC. y4" PER FOOT 18"0 CONC. PIER (2) #5 x 18" RE -BAR BENT AT 90' AND WELDED ALONG CONTACT TO POST CONCRETE PIER �-- BENT Tx 90 AND WELDED / ALONG CONTACT TO POST 6" DIA. STEEL POST FILLED W/ CONCRETE (SEE CIVIL DRAWINGS) PLAN TYPICAL GUARD POST DETAIL DETAIL 1 SCALE: 1 2 =1 -0 GENERAL NOTES:w°N=6 oirNozow o0 o'`a�3� T�o=oma w� G1. SEE FLOOR & CEILING PLAN SHEETS<ZZ°��aa �W=� FOR MORE INFORMATION.Uma wx Zo 0o Nzao roc= �ijo¢��¢�UFr�w��am3Q oxNWUw2Z01-j vNiw cN?nw3Y-4�=5oowwx w�woo�Xwa. w7'u'zo¢'oa~ ir_. 7da03 �. 00!!}moQnwo Q Z Q LL Z O LL. J Q W Of J � U U CL >= LSI Ld > J Of w � 0 Q uj J J O o Z Q Li Ld W110-1 M W W V) H Q V) CF) 0 F E:1] 1� NY 'o L) 1: Ei �Q � o a �n _ N~ ti 0 0 c o a o �p U R7 C m CID w cts otiM�-0 — a�FzB o 0 a o.........:::::::: ... o Q � c V ; o � - - cn z 0 I-_ m U V) w 0 m w V o LnLn w Y � w a U Z H m z � cN O w o a o � � z > o m z Y a d o � la - G © 2013 BALAY ARCHITECTS, INC. DETAILS - PLAN & CEILING A421