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(E) ROOF METAL DECKING DIAPHRAM TO REMAIN. 2 NO CHANGE 3 - - - - NEW CONDENSER EXISTING RIDGE BEAM ' � UNIT TO REMAIN / UNDISTURBED APEX ------------------- (N) 6"X 18 GA. STEEL RAFTER \ ARCHITECTURE @ 24" O.C. INSTALLED TO HOLD (N) INSULATION. NON ` _ _ (N) 6"X 18 GA. STEEL STUDS STRUCTURAL. r � � - � � � H } 1325 EI Pinal Drive, Suite D4 @ 24" O.C. INSTALLED TO Z Stockton, CA. 95205 HOLD (N) INSULATION. NON �i i (209) 662-4874 (r111/r-:.1G TO STRUCTURAL. I\ 4"x 20 GA KICK BRACE II apexplanning@hotmail.com REMAIN @ 4'-0" O.C. (3)#8 SDS I • • • . SCREWS PER END MIN. INSULATED WALL / �� 26 GA RAIN GUTTER PANEL 4"x 18 GA STL STUDS �, SYSTEM Steven Anthony Torres 11 L 2 x 2 x 16 GA @ 16" O.C. 26 GA. TOP TRACK Architect # C32553 CONT. BASE ANGLE - TRIM W/ #'8 x 3/4" SCRc"WS ® 12' O.C. . . . . (MAX) TYPICAL 4"x 18 GA STL STUD � 3-COAT STUCCO SOFFIT @ 16"O.C. SYSTEM 3/8" PROPERTY OWNER • - PLYWOODD EXISIM SLAB . . . LAWRENCE WIGHT °- •' • w 2908 W. Benjamin Holt Drive ° 4 WALK IN COOLER 362 S1 62-43 STL Stockton, CA. 95207 • • ' 4 i :' • • �. a rn STUDS @ 16" O.C. (209) 993-7825 EXISTING STORE ' o PLACE CONT. BEAD OF J HILTI KWIK BOLT V SEALANT ON WARM SIDE 3/8• DIA 2• EMB (IJIN) ® 23 O.C. (MAX) 101-01, SHEATHING PER ESR 1917 SHEAR WALL LARR 25701 OR EOUAL EQ EQ SCHEDULE NOTE: BOTTOM LEG OF 915E *01 MAY BE TURNED IWMO OR OUrNARO DMIDNG ON JOBSTTE CONDUMS TRENCH DRAIN SLOPE CONC. (E) CONCRETE SLAB TO REMAIN FLOOR 2%TOWARD TRENCH DRAIN WEEP SCREED CONNECTION TO SLAB COOLER BASE DETAIL NTS SCALE: BUILDING SECTION 1 1/2" = 1'-0" �� J ,'I - - - - ARCO CONVENIENCE STORE REMODEL #10 SDS SCREW @ 2908 Benjamin Holt Drive 32" MIN, O.C. @ PERIMETER (E) STEEL C CHANNEL, BOLTED AND WELDED LTP4 -o" \ \ TO EXISTING 4X4 HSS COLUMNS (E)3" x 12" x 3/8"TS BEAM #8 x 1" FLAT HEAD SCREW @ 6" O.C. CDX W/ #8 STS 1 OF Stockton, CA. 95207 . LEAVE (E.S.IN PLACE, DO NOT MODIFY E.S./F.S.) PLYWOOD ROOF (N) CMSTC 16 - 24 TOTAL #10 STS, (12 EA SIDE) (E) PLYWOOD DECK #12 STS (2) SS # @ 24" O.C. SHEATHING STS (E)METAL PANELS (E) ROOF SHEATHING SSC 6.25 W/(8)# \TO REMAIN (N) ASPHALT COMP ROOF LTP4 @ 3' O.C., FASTEN ASPHALT COMP ROOFING WITH #10 STS (N)800T200-43 LEDGER SYSTEM OVER 2 LAYERS # STS #8 @ 6" O.C. 15/32° CDX DF 15 BLD PAPER, TYP QRo ss�aN PLYWOOD W/#8 x1" ES �4�0 P5S 2 FLAT HEAD SCREWS @ (N) 15/32 CDX DF •; L I W q C l 6" E.S./ 12" F.S. =' J z (N)4"x 18 GA STL PLYWOOD SEE ROOF * �X�2131120 STUDS @ 16" O.C. FRAMING PLAN FOR 0'-6° (E) 18 GA STL TOP TRACK I 26 GA G.I.S.M RAIN INFILL FRAMING SCREW SPACING GUTTER SYSTEM \ ' � RIM TRACK BENT TO afiCAL1F�¢�� \ #8 SELF TAPPING SCREW 2 -4 BL MATCH ROOF SLOPE (N) 60OS250-43 600T 00 3 BLOCKING G 2' 0" 2'-o" (N)600T200-43, RAFTERS W/ BUGLE HEAD PER BOTTOM TRACK @ RAFTER UPLIFT 24 O.C. (N)600 s250-43 @ (N) 60OT200-43 \\\xN \\ (E) 4"x4"x1/4" HSS COLUMN 24" O.C. MITER TO STEEL ANGLE SIMPSON SSC \\ (E)4"x 18 GA STL FIT INTO LEDGER 4.25 W/ (8) #8 STS SCREWS STUDS @ 16" O.C. WALL PER SCHEDULE OR EQUAL HOT SHOT POWDER / DRIVEN PIN @ 16"\ (N) R-13 INSULATION • SECTIONS DETAILS O.C. MIN. 3" EMBED 4"x 20 GA KICK BRACE MIN\ _ @ 4'-0" O.C. (3)#8 STS #8 SDS SCREWS SCREWS PER END MIN. - TOP OF WALL DETAIL 2 WALK IN COOLER A SCALE: 1" = V-0° 1w�A TpR,Q�/ ` � C 55 - INFILL WALL FRAMING - CONNECTION TO EXISTING BUILDING - ONNECTION AT E METAL BEAM W SCALE: 3/4" = 1'-0" F SCALE: 1" = 1'-0" Z S ALE: 1" = 1'-0" en: 3/ 1/ z1 F ��F WALK IN REFRIGERATOR (E) WALL WALK IN (N) WALL. SEE SECTION COVED PROFILE AT WALK IN COOLER i I PERIMETER OF ENTIRE ROOM 60OT200 - 43 " COOLER � (E) STL. WALL SHTG , ; 600T200 - 43 REV.# DATE ISSUED DESCRIPTION (N) 4" THK CONC. SLAB WITH EQ EQ (N) 4 THK CONC. SLAB WITH 1/2" WEDGE ANCHOR 3" #4 REBAR @ 18" E.W. & (2) #4 SDS SCREW #8 @ 6" O.C. Z�\ 7-29-19 PLANCHECK #4 REBAR @ 18 E.W. & (2) #4 EMBED @ 4' O.C. (E) STL. TUBE COL. #4 x 2 -6 DOWELS @ REBAR AT PERIMETER OF REBAR AT PERIMETER OF REMAIN 18" O.C. W/ 6" MIN. SLOPE FLOOR 1/4" PER FT FOOTING 1/2" WEDGE ANCHOR 3" TOWARD TRENCH DRAIN FOOTING (E) CONC. SLAB EMBED INTO (E) CONC. o EMBED @ 4' O.C. & FOOTING TO (E) CONC. SLAB & SET WITH EPDXY W FOOTING — — REMAIN 1 - — a- a (E) PAVEMENT a -�- - #4 x 1'-0" DOWELS @ a - _ ' ' VAPOR VAPOR BARRIER , _ - .-- -- • APEX PROJECT15-11 o. _ — — 0 18" O.C. W/ 6" MIN. �,_ - BARRIER , . - - abo EMBED INTO (E) :. o o� CRUSHED ROCK o o CONC. SET WITH CRUSHED ROCK DATE:8-2-2019 ° EPDXY VAPOR BARRIER � COMP a M° #4 BAR @ TOP & NEW 5" CONCRETE SLAB WITH #4 REBAR @ 18" #4 BAR @ TOP & o`i,�- Qao ° ° NATIVE FILL. o BOTTOM O.C., E.W., OV/6 MIL. VAPOR BARRIER OV/4" BOTTOM \ COMPACT TO GRAVEL, OV/SUB-GRADE SCARIFIED AND 1'-0" CRUSHED ROCK \ 90% 1'-o" /o RECOMPACTED TO 90 OF MAX RELATIVE COMPACTION - ' � � A4. 1 CONNECT NEW SLAB TO EXISTING SLAB WITH # - FOO�INJ(I�DETAI L AT WALK I N EXTERIOR WALL) 4 DOWELS EDGES OF C@UT SLOAB, TYPICA MBED AT ALL - FOOTING AT WALK IN COOLER (INTERIOR WALLS B SCALE: 1 - CONNECTION TO EXISTING FOOTING SCALE: 1" = 1'-0" -- SECTION TRENCH DRAIN Y SCALE: 1" = 1'-0" Copyright APEX X SCALE: 1/2" = V-0"