WORK PLANS - Laserfiche WebLink

Home Browse Search

REVISIONS SOLID SURFACE 1 BLDG REV1 12/31/21 8" 16" COUNTERTOP BY OWNER'S ARTISAN. I I I I 2x4 FIRE RETARDANT WOOPLATE I I #10 SCREWS (N) 5/8" W.R. GYP. BD., TYP. �D 0' QF ESSlo,y9l PRE FABRICATED COUNTERTOP SUPPORT FRP OVER GYP. BD. PER FINISH SCHEDULE ��`� `MAD F,G BRACKET, TYPICAL. STEEL PLATE @ APPROX 32" OC. MOUNTED TO STEEL I I 1„ CONTINUOUS SEALANT, TYP. CONT.TRACK 1 4 FLANGE STUDS BY COUNTER TOP FABRICATOR. (GA. TO MATCH STUD GA.) I COVED QUARRY TILE BASE TO MATCH THE * No. 67047 1 /2" PLYWOOD I I FLOOR TILE ��9 Expc 9v30-2022��\� II TF OF C F��F� 3$" x 20 GA. @ 16" O.C. TYP ELECTRICAL RECEPTACLE " WHERE INDICATED. 34 MAX 32" x 32" STEEL POST, WITH 6" FLANGES j I I GROUT AT BASE, AT END OF WALL AND AT 48" FLOOR TILE OC. ANCHOR POST TO SLAB i I FRP I 1 1 1 /2" PLYWOOD 16 GA UNPUNCHED SLIP TRACK (2 2 FLANGES) HILTI DN OR DS SHOT PIN 1 " I I ° - - - - - - - - - .d ° • ° ° d EMBEDMENT MIN INTO SLAB @ 16" OC. I I QUARY TILE WITH ° d °d + ° ° ° ° e ed° a ° d A e ° a e z COVE BASE. ° ° ed e a de ed e .° ° ° Oe a d ° a 4 d ° 4 d ° 'e a d a 'd. ° e 2-#10 SCREWS 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 ® 16" O.C. 6' OR UNDER 6" X 20 GA. 3-#10 EA. END 0TO26'-on 11/4" x6x20GA016" 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 jl II ATTACHED TO STEEL BRACING /�/ /// SCREWS @ EA CONNECTION Z I a II �� 9 AND 2X4" WOOD STUD ��/�///j/ (3) #8 SELF TAPPING SCREWS @ EA CONNECTION 4 2 O V 5/8" TYPE X GYP BD QUARTZ WALL CAP BOTH SIDES J 2x4 FIRE RETARDANT WOOPLATE 10 Zm L(] #10 SCREWS �O a O0-1�„ CONT.TRACK 1 4 FLANGE (GA. TO MATCH STUD GA.) ° ° 32" x 32" STEEL POST, WITH 6" O BOTTOM OF STRUCTURE ABV. _ FLANGES AT BASE, AT END OF I I 0 U FRP ON BOTH 0 WALL AND AT 48" OC. ANCHOR O2 BRACING @ 4'-0" STAGGERED I I = Q U SIDES POST TO SLAB 9 I I O 5/8" TYPE X GYP BD CONT. TRACK (GA. TO MATCH METAL BOTH SIDES ° ° O STUD GA.) I I �_ U J #10 SCREWS C).,3 5/8" x 20 GA. @ 16" ° ° METAL STUD @ 16" O.C. I I Q O.C./TYP METAL FLANGE ANCHOR O U.O.N. SEE PLAN FOR SIZE I I O Lo I I N Ol'- 31" x 31" STEEL POST WITH 6" FLANGES AT BASE, AT END OF O5 SEE FLOOR PLAN FOR FINISH 2 z I I PLAN DETAIL AT POST I I z I I WALL AND AT 48 OC. ANCHOR I I POST TO SLABO CONT. TRACK 1 4 FLANGE (GA. TO I I cn un I ( DATE 32" x 32" STEEL POST, WITH 6" MATCH STUD GA.) I I = = I I 4 09/15/2021 FLANGES AT BASE, AT END OF SCALE AS 0 16 GA UNPUNCHED SLIP TRACK (2 2" WALL AND AT 48" OC. ANCHOR O7 CONC. SLAB 8 CEILING LINE DRAWN NOTED FLANGES) HILTI DN OR DS SHOT PIN 1" POST TO SLAB MSK 2-#10 SCREWS I I �° l�� HILTI PNEUMATIC SHOT PIN 6 I I I I 5 JOB 21035 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 I I I I 6 DETAILS ,.' '• " • ' . : . : 16 GA UNPUNCHED a° ; a°. O SLIP TRACK (2 2" FLANGES) W/ 1 4" X 4" VENT SLOTS TYPICAL SECTION THRU POST @ 1 " O.C. 10 (E) ROOF SYSTEM ° ° "a A• Q A (: PARTIAL WALL DETAIL PARTITION WALL DETAIL 4 (:3 SHEET A 4 . 1