Laserfiche WebLink
O FINISH AND METAL DECK AND O <br /> WATERPROOFING ATTACHMENT PER <br /> PER ARCH PLAN <br /> 3x6 SILL PLATE W/ 5/8" ANCHOR <br /> 1 <br /> --------------- HSS6x4x1/4 BOLT x 7" EMBED & 3"X3"X0.229" <br /> APEX <br /> 3/16 BEAM WALL SHEATHING WASHER AT 24" O.C. MAX WALL SHEATHING <br /> �� �� E SLAB. ARCHITECTURE <br /> ' 3/16 2x DF #2 PRESSURE 5/8 ANCHOR BOLT x 7 EMBED & ( ) <br /> TREATED SILL PLATE, 3"X3"X0.229" WASHER AT 48" O.C. MAX DOWELL & EPDXY 1 .75" GALVANIZED 10d <br /> 1/4"O X 4" LAG � � � � ROUGHEN <br /> SCREWS AT 8" O.C. #4 DOWELL, 1 .75" 845 S. Commerce Street <br /> ' I TRANSVERSE BARS 6" INTO INTERFACE TO <br /> _______ EPDXY 6 INTO E SLAB. ALTERNATE SIDES. NAILS AT 3 O.C. Stockton, CA. 95206 <br /> INTO CORNICE --- ----------- ------ - ( ) GALVANIZED 1Od NAILS AT 6" / 1/4" AMPLITUDE. 209 662-4874 <br /> SLAB AT 18" O.C. O.C. a ex tannin <br /> EXTEND FOOTING AS p p gra hotmail.com <br /> A35 EA END OF <br /> REQ'D WHERE ----- ------ <br /> BLOCKING <br /> • • OCCURS OTT WALLPER ARCH • • • • • • Steven Anthony Torres II <br /> CORNICE PER ARCH ` Architect # C32553 <br /> 6" <br /> 1/4"0 X 4" LAG <br /> SCREWS AT 8" O.0 ; , 3" CLEAR TO EARTH <br /> INTO CORNICE _ CENTER <br /> I , <br /> 1/4 o IN SLAB. <br /> . I 1/4 S3 PP _ _ PROPERTY OWNER <br /> I , • r <br /> 2x12 BLKG <br /> 0 0 0 0 SRI GOPI <br /> I I <br /> I I . <br /> HSS4x4x1/4 POST 3" CLEAR7� 1605 S. EL DORADO ST <br /> CONCRETE 1'-6° STOCKTON, CA. 95206 <br /> I I <br /> COVER. (2) #4 CONT BARS TOP & <br /> ` BOTTOM. 2'-0" LAP AT SPLICES. <br /> I I <br /> • EXTERIOR WALL <br /> SHEATHING STAGGER SPLICES. PROVIDE 6" LONG HOOK AT CONCRETE FOOTING <br /> I , <br /> LONGITUDINAL BAR ENDS PER PLAN R <br /> I I <br /> INTERIOR SHEARWALL FOOTING <br /> 1 c 5s <br /> I , <br /> I I <br /> CORNICE SUPPORT <br /> EXTERIOR WALL FOOTING ROOF an. 31 11 <br /> 4 1 • <br /> 10 STEEL BEAM AT STEEL POST <br /> SHEATHING <br /> 5 <br /> 7 <br /> (4) 10d <br /> FINISH AND WEATHER <br /> PROOFING PER ARCH <br /> O O, <br /> 0.1 <br /> 2x6 BRACES <br /> METAL DECK AND 10d AT 6" O.C. ENTIRE AT 16" O.C. x EL DORADO GAS <br /> 3/16 ATTACHMENTS PER LENGTH OF JOIST <br /> 3/16 PLAN Q STATION <br /> JOIST PER PLAN 1 <br /> HSS6x4x1/4 W/ 1/4" LSTA9 STRAP W/ � IMPROVEMENT <br /> C6x8.2 PL1/4x3x5 END PLATE (4) 10d INTO BRACE ROOF 1 = �� 1605 S. EL DORADO STREET <br /> SHEATHING � = Stockton, CA. 95206 <br /> AND (4) 10d INTO BLKG. N <br /> --------------------- _________ ---- CLINCH NAILS. 3x8 <br /> I <br /> CUT THRU SHEATHING. BLOCKING STRUCTURAL <br /> NOT USED 1 O AT 3" O.C. EVERY BAY <br /> LIVINGSTON ENGINEERING <br /> 404 SUNSET DRIVE <br /> ROSEVILLE, CA 95678 <br /> 1 <br /> 1 Od AT 3" O.C. WEATHER PROOFING 10d AT EA (760) 458-6449 <br /> SHEARWALL PER PER ARCH 6" O.C. \ carterlivingstonl@gmail.com <br /> ----------------------- ------ PLAN AND �i ENGINEER: CARTER LIVINGSTON <br /> --- ' <br /> SHEARWALL SCHED <br /> 2 3/4" O 10d AT EA S�pNAL FN <br /> A325 BOLTS. CONNECTION JOIST BLKG AT 48" O.C. 0 6" O.C. Qo� P. LIV,,y�s���� <br /> 1 1/4" EDGE BOTH SIDES 0 WALL <br /> DISTANCE. 1/2" GAP WHERE FULL LENGTH OF SHEATHING *` <br /> OCCURS SHEARWALL <br /> CP C88841 Q <br /> 9T CIVIC- Qom\ <br /> � (4) 16d F OF CA��FO <br /> AT EA <br /> STUD WALL AT CMU FOUNDATION STEEL CANOPY SUPPORT CONNECTION INTERIOR SHEARWALL AT ROOF 2x12 BLOCKING--,-/(4) 16d INTO 1 4„ BLOCKIN <br /> 11 8 5 EA BAY FROM EA 2x12 <br /> G INTO <br /> KICKER TO BLOCKING JOISTS PARALLEL WALL <br /> O WALL END TO WALL STUD <br /> CO PLAN REVIEW ACCEPTANCE <br /> SEE DETAIL 4 FOR � <br /> EXTERIOR SHEARWALL AT PARALLEL JOISTS Aug 042020 <br /> o , 2 <br /> o 11 o EXTENDED PARAPET INFO <br /> WEST COAST CODE CONSULTANTS <br /> I O <br /> Q <br /> I <br /> 1/2" PLYWOOD TIES , <br /> AT 4"-0" O.C. W/ (2) 10d ROOF <br /> INTO EACH STUD. SHEATHING DETAILS <br /> A BASEPLATE 1/2" � I <br /> O I I <br /> o x 4" x 10" W/ (2) <br /> 5/8" ANCHOR BOLT x 6" EMBED & 5/8" O ANCHORS HSS4x4x1/4 POST <br /> x 2x DF #2 --------- ADD JOIST x 6" EMBED 3/16 <br /> PRESSURE PLATE WASHER AT 48" O.C. MAX THESE PLANS ARE SUBJECT 1/4" CAP TO EACH !z <br /> TREATED SILL GALVANIZED 8d NAILS AT 6" O.C. POST 3/16 <br /> PLATE, TO FIELD APPROVAL ; ; PLATE NAILER W/ <br /> 777 (5) 1Od. <br /> NOT USED IF THESE PLANS ARE NOT ON THE JOB <br /> • � POST BASE PLATE <br /> • � • SITE NO INSPECTIONS WILL BE MADE <br /> EDGE OF FOOTING BEYOND INTERRUPTS SILL <br /> PLATE WHEREAPEX 08-32 <br /> OCCURS PROJECT: <br /> I I �' <br /> _ ;-------; DATE 6-26-2020 <br /> 17 REV= 1 <br /> I I <br /> #4 x 18" LONG DOWELS, • WALL FRAMING , <br /> DOWEL AND EPDXY 6" • • REV.# DATE ISSUED DESCRIPTION <br /> INTO (E) SLAB AT 18" O.C. CITY OF STOC KTO N A 6-12-2020 field change 1 <br /> �0'-1 1/ HSS4x4x1/4 POST SECTION A-A A <br /> ROUGHEN COLD JOINTS TO APPROVED PLANS W/ NAILER <br /> 1/4" AMPLITUDE (2) #4 CONT BARS TOP & EITHER SIDE <br /> BOTTOM. 2'-0" LAP AT SPLICES. By:dhenry Date:08/06/2020 <br /> STAGGER SPLICES. <br /> DOUBLE WALL STUD 6 3 STEEL POST AT ROOF SHEATHING STEEL POST AT FOOTING <br /> 12 EXTERIOR WALL ATE CMU WALL S3 <br /> 9 <br /> Copyright APEX <br />