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REVISIONS SOLID SURFACE IFP 04.05.2022 8" � 16" COUNTERTOP BY OWNER'S ARTISAN. I I 1 2x4 FIRE RETARDANT WOOPLATE I I (N) 5/8" W.R. GYP. BD., TYP. cf, I 1 PRE FABRICATED COUNTERTOP SUPPORT I I #10 SCREWS FRP OVER GYP. BD. PER FINISH SCHEDULE Q I I BRACKET, TYPICAL. 4" STEEL PLATE @ I I CONTINUOUS SEALANT, TYP. � O APPROX 32" OC. MOUNTED TO STEEL I I �» z � CONT.TRACK 1 4 (GA. TO MATCH FLANGE o STUDS BY COUNTER TOP FABRICATOR. STUD GA.) I COVED QUARRY TILE BASE TO MATCH THE c' O 1 /2" PLYWOOD 1 O FLOOR TILE z � � 5„ I I L 3$ x 20 GA. @ 16 O.C. TYP O ELECTRICAL RECEPTACLE 34" MAX I 0` WHERE INDICATED. I z 32" x 32" STEEL POST, WITH 6" FLANGES j I I GROUT AT BASE, AT END OF WALL AND AT 48" KII I FLOOR TILE C/Dj OC. ANCHOR POST TO SLAB i I FRP I Q 1O ESS/0N 16 GA UNPUNCHED SLIP TRACK (2 2;; 1 /2" PLYWOOD FLANGES) HILTI DN OR DS SHOT PIN 1 1 EMBEDMENT MIN INTO SLAB @ 16" OC. I I - - - - - - - - - - - Q UARY TI LE e d vd a e ° A ° d ° < ° a' d° °d < ° o e ° - * No. 67047 1 tz� WITH COVE ° d Exp. 09-30-2022 Q/ SF d ° ° d° °'de ° Y ° ° ° d d o° d� CIVIC- 2—#10 SCREWS F OF cNO SALES COUNTER SECTION TYPICAL COVE BASE DETAIL 2 1 HEIGHT ICC ESR-3064P REMARK BRACING SIZE SCREWS INTERIOR METAL STUD SIZE SPACING LENGTH 0 TO 12'-0" 1 1/4" x 3 5/8 x 25 GA 0 16" O.C. 6'-1" TO 12' 3 5/8" X 25 GA. 3—#10 EA. END 0 TO 15'-0" 1 1/4" x 3 5/8 x 20 GA 0 16" O.C. 12'-1" TO 16' 4" X 20 GA. 3—#10 EA. END 0 TO 23'-0" 1 1/4" x 6 x 20 GA 0 16" O.C. 6' OR UNDER 6" X 20 GA. 3—#10 EA. END 0TO26'—on 11/4" x6x20GA 016" O.C. (2) #8 SELF TAPPING WALL SPECIFICAITIONS SCREWS @ EA CONNECTION 2"x4" WOOD STUD EXISTING ROOF DECK 2"x4" WOOD STUD EXISTING ROOF DECK @ 24" OC. @ 4' OC. 10 10 2—#10 SCREWS I I 4"X4"X10" 18 GA. STEEL ANGLE // (3) #8 SELF TAPPING w II 11 g ATTACHED TO STEEL BRACING /,/ / SCREWS @ EA CONNECTION w II �� AND 2X4 WOOD STUD ��/� //j (3) #8 SELF TAPPING SCREWS @ EA CONNECTION — D 4 2 w z 5/8" TYPE X GYP BD Q 0 QUARTZ WALL CAP BOTH SIDES Q 2x4 FIRE RETARDANT WOOPLATE 10 O #10 SCREWS �O CONT.TRACK 1 1„4 FLANGE (GA. TO MATCH TBOTTOM OF STRUCTURE ABV. OSTUD GA.) 32" x 32" STEEL POST, WITH 6" V w FLANGES AT BASE, AT END OF I I z FRP ON BOTH WALL AND AT 48" OC. ANCHOR O2 BRACING @ 4'-0" STAGGERED I I o J 4 SIDES Z O POST TO SLAB g 1 0 1 5/8" TYPE X GYP BD z 3 CONT. TRACK (GA. TO MATCH METAL I I Q Z LO BOTH SIDES ° ° O STUD GA.) I I J #10 SCREWS = 0') 3 5/8" x 20 GA. @ 16" ° ° O METAL STUD @ 16" O.C. I I = Q O.C. TYP METAL FLANGE ANCHOR U.O.N. SEE PLAN FOR SIZE I I Ur 0 I I I I O 31" x 31" STEEL POST WITH 6" FLANGES AT BASE, AT END OF � O5 SEE FLOOR PLAN FOR FINISH I I Q 1 1 PLAN DETAIL AT POST I I z z I I 2 U WALL AND AT 48 OC. ANCHOR �„ I I < POST TO SLAB O CONT. TRACK 1 4 FLANGE (GA. TO I I cn un I 1 00 32" x 32" STEEL POST, WITH 6" MATCH STUD GA.) I I I I 4 O N FLANGES AT BASE, AT END OF N C'7 �» WALL AND AT 48" OC. ANCHOR CEILING LINE 16 GA UNPUNCHED SLIP TRACK (2 2 O7 CONC. SLAB 8 DATE 04/01/2022 FLANGES) HILTI DN OR DS SHOT PIN 1" POST TO SLAB 2—#10 SCREWS 1 1 �" HILTI PNEUMATIC SHOT PIN 6 I I I I 5 JOB 2227 EMBEDMENT MIN INTO SLAB @ 16 OC. 6 x32 STEEL FLANGE ANCHOR WITH (4) HILTI DN OR DS SHOT PIN 1 " ® 0.145 DIA @ 16" O.C. 1 " I I I I 8 SHEET TITLE (E) SLAB EMBEDMENT MIN INTO SLAB EMBED ICC—ESR 2269 2—#10 SCREWS 1 1 1 1 6 DETAILS , ' '• " • ' : . : 16 GA UNPUNCHED . . a° ; a SLIP TRACK (2 2" FLANGES) W/ 1 4" X 4" VENT SLOTS TYPICAL SECTION THRU POST @ 1 " O.C. 10 (E) ROOF SYSTEM • • . ° ° "a (: PARTIAL WALL DETAIL PARTITION WALL DETAIL 4 (:3 SHEET A 5 . 1