Laserfiche WebLink
CURB BY OTHERS. SEE ARCH O <br /> #8 WOOD SCREWS x AND/OR MECH DRAWINGS FOR <br /> 1 .5" LONG AT 6" O.C. ADDITIONAL ANCHORAGE ROOF <br /> REQUIREMENTS. SHEATHING <br /> APEX <br /> RTU CURB OUTLINE. (4) 10d WALL A ARCHITECTURE <br /> SEE ARCH AND/OR ROOF JOIST OR JOIST BLKG. FINISH AND WEATHER C <br /> E) <br /> IVIECH DRAWINGS. PROOFING PER ARCH J a SHEATHING 845 S. Commerce Street <br /> ° X Stockton, CA. 95206 <br /> Q SEE DETAIL 4 FOR I (209) 662-4874 <br /> JOIST OR JOIST BLKG 2x6 BRACES EXTENDED PARAPET INFO apexplanning@hotmail.com <br /> SECTION A BENEATH CURB PERIMETER. AT 16" O.C. - <br /> o0 <br /> 1 = Steven Anthony Torres II <br /> LSTA9 STRAP W/ I - ROOF 10d AT 6"O.C. Architect # C32553 <br /> (4) 10d INTO BRACE ROOF 1 , 2 SHEATHING 4x8 BLOCKING <br /> --- ---- - - AND (4) 1O INTO JOIST. SHEATHING I EVERY BAY. <br /> _j II PROVIDE JBA CLINCH NAILS. j N <br /> HANGERS AT ALLI t CUT THRU SHEATHING. <br /> CONNECTIONS I EN <br /> PROPERTY OWNER <br /> 3x8 BLKG O (3) CS14 W/ 10d AT 6" <br /> i I WEATHER PROOFING I O.C. EACH STRAP. SRI GOPI <br /> U Li <br /> PER ARCH i O 1605 S. EL DORADO ST <br /> O WALL STOCKTON, CA. 95206 <br /> O SHEATHING <br /> ° O <br /> I <br /> ° ° EN (8) 10d AT EA <br /> ---- <br /> ��� ___ JOIST INTO �r�A.rp i <br /> (3) 1 Od TOE-NAIL AT POP OUT WHERE WALL STUD <br /> EACH STUD TO HEADER 2x12 C 55 <br /> � 3 CS14 STRAP W/ 10d AT OCCURS. SEE JOISTS AT <br /> ( ) WHERE OCCURS DOUBLE STUD on. 31 1/ f <br /> I 6" O.C. FROM EA STRAP 16" O.C. <br /> i I WALL FOOTING CS14 STRAPS COME IN 100'-0" ` <br /> �_ �__' _ _ INTO 4x8 BLKG. (WHERE HRS8 W/ (10) 1O AT EADETAIL LONG COILS. DO NOT SPLICE. �F <br /> OCCURS PER PLAN.) STUD INTO HEADER �� ;�,� <br /> CS14 STRAPS COME IN 100'-0" <br /> LONG COILS. DO NOT SPLICE. HEADER WHERE ,'_ _ _, EN <br /> OPENINGS PER TYPICAL OCCURS <br /> DETAILS_ <br /> TYPICAL FRAMING AT RTU SUPPORT 4 GRID C - CMST12 STRAP & EXTENDED PARAPET GRID A & C - (3) CS14 STRAPS <br /> ( y 6 1 <br /> A EL DORADO GAS <br /> CONNECT EACH END OF EACH JOIST STATION <br /> BLKG W/ CONTRACTORS CHOICE OF: C IMPROVEMENT <br /> (4) 16d TOENAILS OR END NAILS <br /> ( ) A34 CLIPS 2 SEE DETAIL 4 FOR 1605 S. EL DORADO STREET <br /> DO NOT ATTACH DIRECTLY TO ANY <br /> (1) JBA HANGAR SINGLE JOIST. ATTACH TO BLOCKING EXTENDED PARAPET INFO Stockton, CA. 95206 <br /> TO DISTRIBUTE WEIGHT EQUALLY TO <br /> PROVIDE ROOF (2) JOISTS, TYP. 10d AT EA 6" <br /> O.C. 3x8 BLKG EVERY STRUCTURAL <br /> SHEATHING EDGE ROOF BAY <br /> NAILING AT BLOCKING. SHEATHING LIVINGSTON ENGINEERING <br /> JOIST PER PLAN JOIST 2x BLKG AT EACH 404 SUNSET DRIVE <br /> DTT2Z ROSEVILLE, CA 95678 <br /> (760) 458-6449 <br /> carterlivingston 1 @gmail.com <br /> ENGINEER: CARTER LIVINGSTON <br /> CONTINUOUS <br /> CS20 STRAP W/ <br /> NOT USED 10d AT 6" O.C. SS�ONAI_ <br /> DTT2Z O L'V/ <br /> FN <br /> 5/8" O BOLT, TYP O WALL <br /> L2x2x3/16 EACH 1/2" O ALL-THREAD o SHEATHING CP C88841�9TF Civic o� <br /> EDGE NAILING AT 4 CORNER L2x2x3/16 EACH CORNER BEACH CORNER. <br /> BLOCKING, TYP r o o (8) cA��F <br /> 10d AT EA of <br /> JOIST INTO <br /> DTT2Z AT EACH ROD AND L2x2 2x12 WALL STUD <br /> JOISTS AT <br /> 16" O.C. <br /> EXHAUST HOOD - CS14 STRAPS COME IN 100'-0" <br /> SEE MECH AND/OR GRID A & C - (1 ) CS20 STRAP LONG COILS. DO NOT SPLICE. PLAN REVIEW ACCEPTANCE <br /> ARCH DRAWINGS 2 <br /> Aug 04 2020 <br /> ELEVATION VIEW O WEST COAST CODE CONSULTANTS <br /> 5 � D S�T- 1 <br /> D AT MASONRY WALL SEE DETAIL 4 FOR <br /> 1 11 ,r —O EXTENDED PARAPET INFO <br /> WOOD DETAILS <br /> L2x2x3/16 BRACE 1/2" 0 ALL-THREAD <br /> EACH CORNER AS EACH CORNER. <br /> SHOWN ROOF <br /> (3) CS14 NAILED <br /> SHEATHING EVERY OTHER 4x10 BLKG IN <br /> HOLE INTO 4x10 (3) BAYS <br /> BLKG \ <br /> 4X6 FLAT BLKG y (3) CS14 NAILED EVERY <br /> (2) 16D TOE NAILS EA B / OTHER HOLE INTO 4x10 <br /> BLKG <br /> END OF BLKG OPPOSITE <br /> EXHAUST HOOD - FRAMING CLIP, TYP J J ff <br /> SE PLANS ARE SUBJECT <br /> SEE MECH AND/OR "SIMPSON"A34 EA O 08-32 <br /> ARCH DRAWINGS END OF BLKG ALT F i TO FIELD APPROVAL O PROJECT: <br /> TOP & BOTTOM, TYP O WALL <br /> ELEVATION B F THESE PLANS ARE NOT ON THE JOB O SHEATHING DATE 6-26-2020 <br /> WOOD STUDS, <br /> SEE PLAN SITE NO INSPECTIONS WILL BE MADE <br /> OO <br /> (8) 10d AT EA <br /> ----------- JOIST INTO REV.# DATE ISSUED DESCRIPTION <br /> fl fl WALL STUD <br /> PLAN VIEW 2x12 6-12-2020 field change 1 <br /> PLAN REV= 1 <br /> JOISTS AT <br /> 16" O.C. CS14 STRAPS COME IN 100'-0" <br /> 7 KITCHEN EXHAUST FRAMING ATTACH RACKS TO BACKING WITH #12 x 3" LONG SCREWS , LONG COILS. DO NOT SPLICE. <br /> OF S OC O 3 <br /> 8 CITY HEAVY EQUIPMENT ANCHORAGE BACKING. C T KT N GRID C - CS14 STRAP OVERLAP <br /> APPROVED PLANS S4 <br /> By:dhenry Date:08/06/2020 <br /> Copyright APEX <br />