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15/32 CDX W/#8 STS 12"/6" (E.S./F.S.) <br /> PLYWOOD ROOF SHEATHING <br /> (N)600 S250-43 @ 24" O.C. MITER <br /> TO FIT INTO LEDGER <br /> (N)#12 SDS (2) EA @ 24" O.C. <br /> CMSTC16 STRAP NEW ASPHALT COMP W/(2) NEW ASPHALT COMP <br /> LAYERS#15 BLD PAPER <br /> SHINGLES, OVER EXISTING <br /> PLYWOOD DECK. NEW APEX <br /> ASPHALT COMP ROOF TO ARCHITECTURE <br /> I REPLACE EXISTING <br /> ASPHALT COMP ROOF 1325 EI Pinal Drive, Suite D4 <br /> EXISTING RIDGE Stockton, 95205 <br /> 3/8"TS BEAM BEYOND. (209) 662-4874 <br /> LEAVE IN PLACE, DO NOT MODIFY apexplanning@hotmail.com <br /> I <br /> (N)80OT200-43 LEDGER <br /> -- <br /> - <br /> (E)5"x 5"x 3/8"TS COLUMN <br /> BEYOND. LEAVE IN PLACE, DO Steven Anthony Torres II <br /> NOT MODIFY Architect # C32553 <br /> I <br /> (E) METAL EXTERIOR PANEL <br /> TO REMAIN <br /> 4'-0" <br /> �CA <br /> CTION ATE METAL BEAM 2 PROPERTY OWNER <br /> A SLE: 1" = 1'-0, <br /> LAWRENCE WIGHT <br /> 2908 W. Benjamin Holt Drive <br /> Stockton, CA. 95207 <br /> NIGHTWINDOW (209) 993-7825 <br /> EXISTING WINDOWS TO REMAIN <br /> 1 FUTURE LOTTO }I <br /> FRAZIL� U. ice cream 1 MACHINE I i Io,o, +29"A. F. I CMSTC 16 STRAP ACROS <br /> \1 IIU MICU AVice cream 7 7 sRM _ _ _ 0 V A.F.F. LTP4 @ 3'-0"O.C. MAX <br /> JJ TOP PLATE <br /> E^ — — w i �w +29"A.F.F. (16 TOTAL) A4.1 <br /> cn 1F2i7 <br /> LOTTO I <br /> LIDS&STRAWS Q1 T _ — <br /> =I � I O O � — <br /> 16HEAD FOUNTAIN w>SAFE a A T LOCKING FOR SUPPORT OF <br /> l pF Uw NEW HVAC CONDENSER UNITS I <br /> 6� 7 <br /> I/c, A10.1 <br /> deli 9sg 101 (EMPLOYEE L , <br /> w 19 OPEN DISPLAY COOLER LENTLES dCANDY °HYDRAZONE TYPE" COLD MERCHANIAREAOOD FIR 24 25: 26 CMSTC 16 STRAP ACROSS TOP PLATE PER F/A4.1 I CMSTC 16 STRAP ACROSS <br /> a w Q deli�<O T� DISPLAY( I KETTLE ® FTeerfERRE—RATER TOP PLATE PER F/A4.1 <br /> Of _/ COOKIE/ CANDY s�QL5S' II 20 ® ' <br /> < SALTY c9q�0 S a1 1 ��/sq = 1 g ® o F <br /> 4- 9 ��I T9 COUNTERTO I 4.1 <br /> 28 1- HOT FOOD P rnmv <br /> DISPLAY 1 /ti 1 2 �,�/ LDISPLA_ 0`21 J / \22 <br /> FREEZER / , \ O'S17�13� SANDWICH UNIT — <br /> CEREAL <br /> CUPS / A \ w iA <br /> BEVERAGE / X14 sFQ o MAI<� O <br /> BAGS OF PROMO W/3rance / DO 4 y� LF Z1 <br /> Ic OCHIPS 15v^� �s =— O — — — <br /> r r GROCERY OSNACKS / /s �Pr 6 <br /> EDIBLES S / CUTTING/ _ <br /> / ,PREP AREA CO <br /> A <br /> 8 2LTRS 15/32" CDX DF PLYWOOD W/ AR CONVENIENCE <br /> NEW RETAIL �.;� _ A4.1 CO CO C <br /> #8x1 " FLAT HEAD SCREWS STORE REMODEL <br /> NEW o @ 6" PANEL EDGES AND @ 2908 Benjamin Holt Drive <br /> STORAGE UQ O 12" FIELD - TYP. ROOF PLY Stockton, CA. 95207 <br /> • - ROOF FRAMING PLAN <br /> SCALE: 1/4" = 1'-0" CB <br /> �' X16 I UNISEX UNISEX <br /> I — I TOILET 1 TOILET 2 <br /> I NEW WALK I 80 S.F. 066 S.F. <br /> A IN COOLER A I �4pR N <br /> a ro <br /> w� �gS ti <br /> 2 y <br /> 10.3' 10.3' �q�C <br /> I <br /> TRANSVERSE * R 213112a <br /> 1 <br /> CIVIL. �P <br /> aF CAO( <br /> A = 36' <br /> EXISTING BUILDING <br /> LONGITUDINAL NOTE: NO CONCRETE <br /> WORK <br /> O I 1) ADDITIONAL "L" BARS <br /> SHEARWALL PLAN B � SHALL BE PLACED AT <br /> FOOTING CORNERS TO ROOF FRAMING PLAN/ <br /> SCALE: 3/16" = 1'-0" • MATCH FOOTING <br /> CWAC-N6 Job No. Revision HORIZONTAL BARS. LENGTH FOUNDATION PLAN <br /> 1CWagna&Auoc.,Inc, I <br /> 2132NElDorado St.stoddon,G9=4 Prepared By .?, Page ! OF LEGS SHALL BE 12" MIN. <br /> & A S S O C i AT F S INC. gyp;//w .jcwagnerengine*ring.com <br /> SEE ELECTRICAL S,rur,,,r.,i rr,�in��.r, Checked By Date <br /> PLAN SHEET E4 FOR A. rOR��, <br /> EQUIPMENT AND <br /> APPLY FUtL SNEAK (N ) WALL (CvNSERv/1?tV�� i _ 16 LEGEND ` � <br /> APPLIANCE ON c ss <br /> en: 3/ <br /> SPECIFICATIONS 6`117 1b x ,7 = q-510 Ib (ASP) HDV2 HOLD DOWN <br /> 1,00SVERS£ ➢���cT�ON "� LSF <br /> 4,510 16 �- (10.3 ff + 10.34) _ 20q p1 t Sv P <br /> Uso> C �7 tL C <br /> CONTROL JOINTS. <br /> LONGI-MoINAL VIReCTION SEE DETAIL D/A10.1 A4.1 <br /> 4310 1b (z 36.,4) Iz,0 rI < 3500C' 4)_ - ° 0 0 0 0 0 <br /> (ASO) J*D) ,� � <br /> a d Y REV.# DATE ISSUED DESCRIPTION <br /> a_ a6 <br /> 4 I d e a d A4.1 7-29-19 PLANCHECK <br /> r7 4,1 <br /> U1S� 'lir,"Oc� (h/w) — b o 1 _ {j : 6� t2 on <br /> �S. <br /> -a so rif (1k,5 D) 28'-o a <br /> d" d> d 4 <br /> '-o d ° <br /> �7EsIGr�RT�D -tth`CKNEss 6� STUD "SP33MILS ° <br /> a Aa <br /> 4 % 4 <br /> REc�utR�n bFFEAT c 51ZE =DS F�ahrt+Ea4P scREW d° " d a 4 °a d a a o NOTE <br /> t+iN G r�€w <br /> a a °. °a <br /> - - - - - -o e. — =-- -� - - - - - - - - - - - - - - - - - - s a 12" SECURED OVERLAP OF <br /> ° REINFORCED STEEL @ APEX PROJECT15-11 <br /> J)— <br /> FOOTING CORNERS TYP. <br /> I <br /> B TRENCH DRAIN, LOPE DATE:8-2-2019 <br /> FOOTING LINE BELOW 4"THICK CONCRETE SLAB A4.1 CONCRETE FLO R TO DRAIN <br /> SLAB SURFACE WITH W/#4 REBAR E.W. @ 18" 2% <br /> SHEAR WALL SCHEDULE ! (2)#4 REIN. BARS TOP O.C. TYP. OVER 4" <br /> TYPE SCREW MIN. NAIL SPACING SHEAR SILL & BOTTOM CRUSHED ROCK TYP. <br /> MARK TYPE TYPE PEN. (FIELD/EDGE) CAPACITY ANCHORAGE O <br /> �A 7/16"OSB #8 STS 1-3/8 12"/6" (ASD)F ANCHOR @ 4'O C WEDGE — FOUNDATION PLAN © A10. 1 <br /> _----_ SCALE: 1/4" = 1'-0" <br /> Copyright APEX <br /> i <br /> C: <br />