Laserfiche WebLink
PLA\ KY\OTS <br /> 6 <br /> ,...Jo <br /> e, , a <br /> 1. (El COLUMN TO BE REMOVED, �; <br /> a <br /> 2. SHORE BEAM PRIOR TO REMOVING COLUMNS OR FOOTINGS. `� <br /> SHORING SHALL BE CAPABLE OF SUPPORT A MINIMUM TOTAL 3E <br /> LOAD OF 10,000LBS. z W <br /> 7 I 3. (El- STEEL WIDE FLANGE BEAMS, c ES <br /> / 4. (El- GLU-LAM BEAMS SUPPORTING METAL STUD WALL ABOVE. INI <br /> cc W <br /> / 5. (El- CMU WALL co <br /> / 6. (El- OPEN WEB STEEL JOIST. <br /> / <br /> / 7. (N(-HSS 4x4x3/16 COLUMN W o <br /> 8, (N1-HSS 4x3x1/4 COLUMN o <br /> 5 <br /> / ' <br /> / 9. (El-STEEL STAIR TO BE REMOVED <br /> 2'-8" 4'-6" , 4'-6" 1'-8" <br /> 10,/ 0 Q <br /> Q 10, (E)-2" DEEP COMPOSITE METAL FLOOR DECK w/ 2-1/2" OF « E <br /> — — — / _ — CONCRETE TOPPING. TOTAL SLAB THICKNESS = 4-1/2" a Y <br /> , 0 <br /> lelP el / 0 <br /> / I 11. HATCHED AREA REPRESENTS (NI-2" DEEP 22GA TYPE W2 _ 5 <br /> I///////////2 /////i/7-7// y ///////////////////////////7/////////• COMPOSITE METAL FLOOR DECK wl 2-1/2° OF CONCRETE a 2�. ; <br /> :: ' TOPPING. TOTAL SLAB THICKNESS = 4-1/2". REINF CONC, « <br /> 1.. f. ‹._______________________ a <br /> i r ` - ::.:.�.:'.•:. ' - ---- TOPPING w/ 6x6-W1,4xW1,4 WWF. FASTEN METAL DECK TO Lull s <br /> �.'D-w r <br /> / . •� _ ��• • ��� � I I I FRAMING PERPENDICULAR TO THE DECK SPAN WITH (3)-112"0 � � � <br /> / 0 I PUDDLE WELDS PER SHEET TO EA WIDE FLANGE SUPPORT0 ��' W <br /> 84 <br /> / • .. r ° *6,)1 3 (31#10 TEK SCREWS AT 16GA SUPPORTS. AT o <br /> AND WITH <br /> / CO <br /> © SUPPORTS PARALLED TO DECK SPAN PROVIDE 1/2"m PUDDLE '' '� <br /> / 4�II� -"x' �� 8or9 SIM 1 3 WELDS A2 18" ON CENTER TO WIDE FLANGE BEAMS AND #10 �► W o w z" <br /> 18"o/c TO 16GA ANGLES, bUTTON PUNCHSID : a <br /> /R> SEAMS @ / U E <br /> ° � TEK SCREWS 0 18" <br /> �� 7 <br /> / : �( -;.�•::•�-�.�.- 9\1'1 <br /> � 12. (NJ-C5x6.7 COLUMN_ . _' 13. (E(-HSS 4x4x1/4 COLUMN TO SUPPORT NEW w14x22 BEAM, <br /> / Q I <br /> 14. SHORE CORNER OF LANDING PRIOR TO REMOVING (El SUPPORT <br /> 0 ATTACHED TO STAIR. �' <br /> - - - � - 15. (NI 8" THICK CMU WALL BELOW. SEE 2/S5 I' ��EL d.Kps <br /> L <_____:______________ ______ ______ <br /> __ <br /> 1.,„.61#1?:,* <br /> � CF WASH, <br /> 1 0 <br /> -__ _ _ _ ' _ _ ___ CI 1 y ` 4 <br /> I el <br /> ), <br /> i„,. <br /> � 2(1744,Avi0 44 <br /> 3 F�+s rURAI E�����* <br /> 4'/O NAL.E <br /> C .....)„, <br /> 3 <br /> 1 <br /> ._..,. <br /> ' 1 <br /> / e i <br /> - <br /> _ <br /> . ,,, 4._ __ __ _ _ , --- _ _ __ - _ __ __ _ ___ <br /> __ <br /> , ,,, <br /> Ali Z <br /> LJ, _ I ; e Q <br /> Q © CI ` <br /> CI CI �- <br /> Q o <br /> O z <br /> s <br /> ___________ __L_L+), <br /> oz <br /> 0 NV 1 <br /> z CD <br /> , . , , _a 0 <br /> Q I ; ,d o ' W <br /> > <br /> 4 oQcc <br /> 4I CO 0 W <br /> 1111111IMP Alina F— > <br /> 0.... AI Ark ' 0 4110 4 <br /> IIISP' ler al 0 liik �� CO Q Q W a <br /> Ili � d v Z Q <br /> leri <br /> C <br /> oc <br /> - s 4z <br /> D00 <br /> ILLI <br /> o <br /> (3 -7E7—--> CC <br /> Cr 0 <br /> 1111 <br /> C. <br /> a: <br /> 4)'4-73 <br /> z <br /> CI 0 > <br /> W <br /> i0 IMO MF • <br /> 11/ Mk <br /> 10 <br /> Ali i 110 !Mill <br /> 0 Q 0co <br /> o <br /> .,gh <br /> ..... — __________________y <br /> „ , ____ _____ ______________________ z7, <br /> , ,,, <br /> p GE\ERAL COTES 4 <br /> CL <br /> C)/ /I //° AMP' - -,fir ____ ._ .__ _ 7 T �' — A. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS <br /> -, 1. /////// /! l /// /// / //� t�' --. _..-__ .-.. 0 Z <br /> STIAIVAIVAINV <br /> AND ELEVATIONS NOT SHOWN ON THESE PLANS. VERIFY CC 0 <br /> //// ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE Q© Q /, <br /> PLANS WITH THE ARCHITECTURAL DRAWINGS. 0 .... <br /> —I <br /> vir <br /> Y. 0 <br /> o 2 <br /> Z Lu ci <br /> 0 <br /> v <br /> � <br /> Q <br /> Z <br /> 2 <br /> 4 <br /> ILE <br /> u. <br /> 9 E C 0 \ D FLOOR PAMING DEVOLITION PLAN <br /> 0 <br /> SCALE 1/4” = 1'0" SHEET: <br /> S3 <br /> K-10-033 <br /> 6816 Evergreen Way B1100-019 <br />