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APEX ARCHITECTURE 1 O REMOVE (E) CMU WAL SHEARWALL SCHEDULE Stockton, S. Commerce Street CA. 95206 AND FOOTING PANEL 15132" BLKG/ SILL PLATE & MIN ATTACHMENT SPACING MAX PLF (ASD) (209) 662-4874 MK ENI PANEL STUDS2 AB TO CONC AB TO CONC SCREWS5 WIND SEISMIC apexplanning@hotmail.com O ---- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — A 6" OC SHEATHING 2x 2x 48" OC 2x 32" OC 2x 20" OC 371 264 I c C ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; 6 6" OC STRUCT1 2x 3x 48" OC 2x 24" OC 2x 16" OC 475 340 ' ' SI S N 4 ; 4 4" OC STRUCT 1 3x 3x 32" OC 2x 16" OC 2x 10" OC 715 510 Steven Anthony Torres II REMOV I Architect # C32553 (E) CMU WALL ' ' W/ 5/8" 0 GR. 36 TYPICAL WALL FRAMING: 2x6 131 3" OC STRUCT 1 3x 3x 24" OC 2x 12" OC 2x 8" OC 930 665 ANCHOR ROD x STUDS, DF#2, AT 16" O.C. SIMPSON HDU4 8" EMBED W/ 5/8" O GR. 36 2 2" OC STRUCT 1 3x 3x 16" OC 2x 8" OC 2x 6" OC 1217 870 ANCHOR ROD x 1 71, CNC ED3 2.5" CNC ED4 I I I 4' x 16' x 30" DEEP FOOTING 8 EMBED i ALL EXTERIOR WALLS ARE SHEARWALL TYPE (D,, UNO. PROPERTY OWNER W/ (6) LONGITUDINAL #6 BARS TOP & BOT ' 1 ' W/#5 BARS AT 12" O.C. TRANSVERSE TOP & BOT 1. PANEL FASTENERS TO BE 10d COMMON NAILS. NAILS HEADS TO BE DRIVEN FLUSH WITH SRI GOPI PANEL. DO NOT OVER DRIVE. FIELD NAILING TO BE 10d AT 12" O.C. 1605 S. EL DORADO ST I -- - I ; STOCKTON, CA. 95206 2. WALL STUDS AND BLOCKING AT ADJOINING PANELS RECEIVING EN SPACED AT 4" OR LESS SHALL BE 3x. 1 , CD , (E) SLAB TO REMAIN ; 3. ANCHORS AT THESE SPACINGS SHALL HAVE ATLEAST 7" FROM CENTER OF ANCHOR TO ' 6x8 END POST ' EDGE OF CONCRETE. --- W/ SIMPSON HDU14 B I , SIMPSON HDU4 W/ 1 0 GR. 36 HEAVY HEX ANCHOR ROD ' 1 4. ANCHORS AT THESE SPACINGS SHALL HAVE ATLEAST 2-1/2" FROM CENTER OF ANCHOR TO 1� W/ 5/8" PJ GR. 36 x 24" EMBED SIMPSON HDU4 I EDGE OF CONCRETE. C 55 ANCHOR ROD x W/ 5/8" 0 GR. 36 ; 8" EMBED 12" x 12" PERIMETER WALL ANCHOR ROD x 5. USE SIMPSON SDWS2260ODB SCREWS FROM ELEVATED SHEARWALL SILL PLATES INTO ' 31 it . ' I N 8" EMBED PARALLEL FRAMING BELOW, TYP. 000 FOOTING W/ (2) #4 BARS HSS4x4x1/4 POST, ' 4 ' TOP & BOTTOM TYP OF (8) ; 6. SEE i 5 FOR ADDITIONAL INFORMATION 1 ' S5 I , 3 S3 1 i , 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - r _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ co i _ I , C ' r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - -, ; C 1 I '— — — - - 1 ' I — - - - — J L — — — — J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THESE PLANS ARE SUBJECT 4 - - - - - '- - - - - - - f ALL EXTERIOR , S3 ' 3 SHEARWALLS I TO FIELD APPROVAL 3 3 i 3 I S3 TO BE TYPE S3 S3 S3 0 I I EL DORADO GAS PERIMETER WALL FOOTING I IF THESE PLANS ARE NOT ON THE JOB REINFORCING TO CONTINUE i I I I SITE NO INSPECTIONS WILL BE MADE STATION THROUGH 4'x16' FOOTING. WIDEN FOOTINGS AT IMPROVEMENT 1 ARCHITECTUAL DOUBLE 3 4 5 1605 S. EL DORADO STREET WALL POP OUTS. Stockton, CA. 95206 REV- 1 FOUNDATION PLAN : 1 /411 - 1 '-0" STRUCTURAL CITY OF STOC KTO N 404 SUNSET ENGINEERING 404 SUDRIVE ROSEVILLE, CA 95678 1/2" ROOF SHEATHING. 1 O APPROVED PLANS (760) 458-6449 NAILS AT 6" O.C. AT PANEL B dhenr Date:08/06/2020 carterlivingstoni@gmail.com Y Y EDGES, AND AT 12" O.C. AT ENGINEER: CARTER LIVINGSTON INTERIOR SUPPORTS. LINES OF 2x4 BLOCKING STAGGER PANELS. BLOCKING �cm CONAL ENS/ 1 FOR UNSUPPORTED REQUIRED AT UNSUPPORTED 0 leo �P' LIVlN�sA 2 1 SHEATHING PANEL EDGES. T) EDGES S4 _ -. . S4 4 S4 I J 088841 Q ................. ......................... ................................................. ............... CNI ............................................................................................................................................................ _ -_- OF C . HEADER . . . . . . . . . . , PLAN REVIEW ACCEPTANCE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , MAU Aug 04 2020 STOP NAILER AT HEADER. •;• •;• WEST COAST CODE CONSULTANTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A35, TYP --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---� PLAN VIEWS 2x12, DF #2 AT 16 O.C. HEADER L5 3 3 S3 S4 RTU S4 3x6 NAILER, DF STEEL POST PER - - = - - - - - - - - - - - --- - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - #2 EACH SIDE 2 RTU 4 S3 PLAN REPLACES S3 2 6 6 2 KING AND S4 S4 TRIMMER STUDS �- ------- ............ ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. ... ... ... ... ... ... ............ 1/2" O HEADED ❑� ----- STUDS AT 24" O.C. APEX 08-32 .......... ...................... ......... �........ 06x8.2.................. .� ❑ ❑ ❑ J .. ... .............06x8 2........ ........... .. .............. ............� X X PROJECT: EXHAUST 3 2 1 C6x8.2 C6x8.206x8.2 � 1 1 5 Hoop, x x I x 4 x DATE 6-26-2020 ' SEE S4 � I X 6 4 4 1 X I � S4 2x SILL I 4 = 06x8.2 i Cl) S3 S4 C I � S4 � 6 I 06x8.2 = A35, TYP i PLATE S = = I = = S3 APS AT DASHED LINES 8 TEK 5 #12 SCREWS WITH NEOPRENE WASHERS. S3 STR 20 GAUGE B-DECK. I C6x8.2 C6x8.21 C6x8.2 � 7 REV.# DATE ISSUED DESCRIPTION S3 ■■■■■■■■(3) CS14 STRAPS.■NAIL■EA CS14 ' STRAP W/ 10d EVERY 6 INCHES. 6-12-2020 field change 1 8 O r 1 36/4 ATTACHMENT AT PERPENDICULAR SUPPORTS. 2 3 Al 4 12" O.C. AT PARALLEL SUPPORTS. S3 TYPICAL EXTERIOR WALL HEADERS O H3) CS14 NAILED EVERY FROM ROOF AND OTHER SIDELAPS AT 24" O.C. FROM FOR HEADERS SPANNING UP TO T-0", USE WALL SHEATHING FOR (2) BAYS. 6x8 DF #2 W/ (1) TRIMMMER STUD AND (2) O CS20 STRAP W/ 1 OD EVERY 5TH ROOF FRAMING PLAN : 1 /4" = 1 -O�� KING STUDS. (OR STEEL POST). HOLE S2 FOR HEADERS SPANNING UP TO 12'-0", USE O (3) CS14 STRAPS. NAIL EA CS14 6x12 DF #2 W/ (1) TRIMMER STUD AND (3) STRAP W/ 10d EVERY 6 INCHES. HEADER AT STEEL POST KING STUDS (OR STEEL POST). 1 Copyright APEX