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TOENAIL (TN) c� EQ EQ DO NOT OVER-DRIVE EN FULL HT NAILS AT SHEATHING \ OF POST \may v • JOIST PER PLAN TRIMMER STUD (S) WHERE Z w SIMPSON HOLDOWN OCCURS. (HOEDOWN POST • , o_ z AND ANCHOR ROD REPLACES KING STUDS.) • w PER PLAN • ' GYP BOARD d- APEX • WHERE ARCHITECTURE 4x POST, UNO ON •_ OCCURS PER HOLE CENTERED IN SILL PLATE PER r cc: ARCH PLATE. MAX HOLE DIA DOUBLE TOP PLATE. SHEARWALL w = 2/3 PATE WIDTH. SCHEDULE v 1 1/2" MIN PEN. NAILING SCHEDULE 845 S. Commerce Street Stockton, CA. 95206 a ° COMMON DIAMETER LENGTH MIN PEN. MIN MIN EDGE (209) 662-4874 NAIL SIZE [INCHES] [INCHES] SPACING DISTANCE a • .• . • .• . • .• . . •. • . •. • . •. • " ; - 1/4" 0CLOSED apexplanning@hotmail.com • - a $, , Q- e 6d 0.113 2" 1 1/8" 1 3/8" 3/4" - EYE SCREW CEILING NEAREST NAIL SHALL - SUSPENSION 8" 1 1/2" /4" TYP SLAB " 1 1/2" 1 7/8" WIRE PER ARCH 10d 0.148 3 1" Steven Anthony Torres II BE ATLEAST 1" AWAY REINFORCING FROM HOLE — T 16d 0.162 3-1/2" 1-5/8" 2" 1" Architect # C32553 (4) CS18 STRAPS W/(11) ANCHOR TO HAVE ° 9 a°a3"CLR HANGER WIRE TO FRAMING 20d 0.192 4" 2" 2-1/2" 1-1/4" 8d EACH END. (88) 8d 3" CLR CONCRETE U 1 1/2" – 1'-0" DO NOT NOTCH TOP PLATES. TOTAL. AT 4x PLATES, COVER ALL ° 40d 0.225 5" 2-1/4" 2 3/4" 1-3/8" USE 6d INSTEAD OF 8d. AROUND. a. CONTRACTOR TO STAGGER NAILS WHERE POSSIBLE TO AVOID PLOATEOLE IS SPLICE PERMITTED WITHIN 4'-0" OF A TOP STRAPS NOT REQ'D WOOD SPLITTING, AND MAY USE A 3/32" BIT TO PREDRILL HOLES. PROPERTY OWNER WHEN HOLE < 1/3 PLATE WHEN FOOTING WHERE WHEN A HOLE AND A JOIST OCCUR IN THE SAME WIDTH. EQ'D TO PROVIDE CONCRETE COVER SRI GOPI STUD BAY, ADD A STUD BENEATH THE JOIST. C n TYP NAIL INSTALLATION 1605 S. EL DORADO ST J 3" = V-0" STOCKTON, CA. 95206 TYP HOLE IN TOP PLATES — TYP HOLDOWN (3) 1 O 12 1 1/2" = V-0" 7 1 1/2" = V-O" SHEATHING PER PLAN NAILS JOIST PER PLAN 8'-0" MAX 8'-0" MAX JOIST PER PLAN JOIST PER PLAN R GYP BOARD y GYP BOARD WHERE OCCURS r ` ��n.rQRRF�� 4' - 0" MIN PER ARCH BETWEEN SPLICES JOIST PER PLAN (2) 16d, TYP WHERE OCCURS � PER ARCH � 2" MIN PEN. � C 55 an. 31 11 � PROVIDE (10) 16d 1-1/2" MIN PEN. 0 16d AT 8" NAILS EA SIDE � O.C. OF SPLICE. 1/4" 0 CLOSED JOIST BLKG CHANNEL STRUT. 1/4" O CLOSED EYE SCREW EYE SCREW CUT FLANGES 2x4 BRACE AT 4'-0" O.C. CEILING SUSPENSION AND BEND. PROVIDE INTERIOR \ \ WIRE PER ARCH HANGERS AS REQ'D CHANNEL STRUT I \ \ AT PERPENDICULAR JOISTS LOCATE SPLICES DIRECTLY CONT 2x4 AT \ SPLICE ABOVE STUDS SPLICE INT HANGERS SHEATHING OR GYP \ BOARD PER ARCH JOIST PER PLAN \ SHEATHING PER PLAN LUS JOIST TYP TOP PLATE SPLICE HANGER GYP BOARD EL DORADO GAS U 1" — 1'-0" WHERE OCCURS �• �. 2x4 HANGER AT EACH JOIST PER ARCH STATION ALTERNATE: GYP BOARD IMPROVEMENT SIMPSON BPS IF BRACE LENGTH 2x4 BLOCKING WHERE OCCURS 1-1/2" MIN PEN. 1605 S. EL DORADO STREET 5/8-3 W/ WALL SUPPORT EXCEEDS 6'-0", ATTACH BETWEEN HANGERS PER ARCH 2" MIN PEN. 5/8">D ANCHOR BOLT x 7" EMBED 7\� Stockton, CA. 95206 BUTT SPLICE STANDARD 2x4 FLAT W/ 16d AT 12" O.C. CUT WASHER MAX SPACING PER SHEARWALL SCHED 1/4" O CLOSED EACH SILL PLATE EYE SCREW 2d SHALL HAVE 0 CLOSED (2) #10 x 2" SMS 2d CONT 2x LEDGER. WHEN NAILING 1/4" 3"x3"x0.229" MIN ATLEAST (2) AB THRU GYP BOARD, INCREASE EYE SCREW JOIST PER PLAN 10 GA STRUCTURAL WASHER, TYP MIN NAILS TO 40D BOX NAILS. L1-1/2x1-1/2x0'-2" 77S ® CEILING SUSPENSI O ON CLIP LIVINGSTON ENGINEERING O WIRE PER ARCH 404 SUNSET DRIVE ROSEVILLE, CA 95678 c\I _ X X FOR SOFFIT LOCATIONS AND DIMENSIONS, SEE ARCHITECTURAL DRAWINGS (760) 458-6449 r Q N Q - Q d /3 EN PER AT PARALLEL JOISTS TUBE STRUT carterlivingstonl @gmail.com < T MAX SHEARWALL ENGINEER: CARTER LIVINGSTON o SCHEDULE SHEARWALL SILL PLATESn CEILING STRUT TO FRAMING 4 1/2" MIN 8 SUSPENDED SOFFIT 6 BRACING WIRE TO FRAMING 2 1 1/2" = V-0" Q°�`�`�� PA/� �kN 9 MAX 1 – 1 -0 1 1/2" – V-0" 5/8"0 ANCHOR BOLT x7" EMBED . i BUTT SPLICE EACH 48" MAX SPACING ;% SHALLSHAVE ILL LATE L/4 NO NOTCHES U4 7k' 7Nt ' STANDARD CUT SHALLATLEAT (2) AB THESE PLANS ARE SUBJECT 3 s� C88841 �\Q WASHER, TYP 2d _ PERMITTED O 8d NAILS EA 9T CIVIC Q MIN TO FIELD APPROVAL BLOCKING 8d NAILS (CLINCHED) AT 8d NAILS (CLINCHED) AT F OF CA\-�F� I d/3 I I TOP OF CLIP. DRIVE NAIL TOP OF CLIP. DRIVE NAIL MAX Q2 Q ch z �Q HEAD JUST SHORT OF HEAD JUST SHORT OF O g a g SIMPSON DTC CLIP CONTACT WITH CLIP. SIMPSON DTC CLIP CONTACT WITH CLIP. 0 c IF THESE PLANS ARE NOT ON THE JOB AT EACH BLOCKING. AT EACH BLOCKING. d d MIN SITE NO INSPECTIONS WILL BE MADE PLAN REVIEW ACCEPTANCE 0 2 MAX MIN O TYP TYPICAL SILL PLATES Aug 04 2020 JOISTS PER PLAN '�L4 1/2" MIN ` Q "�'z d/3 00 1 1 x WEST COAST CODE CONSULTANTS 9" MAX ONLY CIRCULAR HOLES PERMITTED. � � END NOTCH LENGTH �� MAX �� T • PREDRILL 1/2" O HOLES AT NOTCH CORNERS. DO NOT TO EXCEED r oC I BLOCKING JOISTS PER PLAN NOT OVERCUT. BEARING LENGTH BOTTOM INTERIOR bv AT 32" O.C. b • NO NOTCHES PERMITED AT 4x AND THICKER NOTCHES NOT PERMITED AT STUDS 4x AND LARGER MEMBERS CITY OF STOC KTO N n TYP HOLE IN SILL PLATE ONLY CIRCULAR HOLES PERMITTED. APPROVED PLANS NON-STRUCTURAL NON-STRUCTURAL U 1" = 1'-0" PREDRILL 3/4" O HOLES AT NOTCH CORNERS. DO NOT OVERCUT. WALL WALL • NO NOTCHES PERMITED AT MULTISPAN MEMBERS, EXCEPT AT MEMBER ENDS. By:dhenry Date:08/06/2020 TYPICAL WOOD AT PARALLEL JOISTS AT PERPENDICULAR JOISTS DETAILS Q APPLY SHEARWALL TYPE QE TYP HOLE/NOTCH IN JOIST / BEAM SHEARWALL LENGTH PER PLAN TO REMAINDER OF WALL d/8 NON-STRUCTRUAL WALL AT JOISTS N z MAx 73 EN AT DBL TOP PL (HALF TO EACH PL) DOUBLE DOUBLE Z SIMPSON JBA SUPPORT EACH d/3 FRAMING FRAMING HANGER, TYP �1) END OF EACH MIN M FULL DEPTH BLKG AT I I I BLOCKING WITH -02 ALL PANEL EDGES I I I EITHER (3) 16d OR (1) A34 CLIP • ONLY CIRCULAR ADJOINING PANEL HOLES APEX 08-32 BOUNDARY, TYP PERMITTED. N PROJECT: 3x STUDS/BLKG AT I I 2x4 BLOCKING PREDRILL 1/2" O ADJOINING PANELS I I (MIN) HOLES AT wo DATE RECEIVING EN SPACED i i L NOTCH v O MIN 2x4 BLOCKING 6-26-2020 AT 4" OR LESS. CORNERS. DO NOT OVERCUT. 0 Ir d/3 FOR (2) BAYS AT FRAMING PER NO NOTCHES O w EACH CORNER OF SEE ARCH FOR I FULL HEIGHT STUDS PLAN PERMITED AT 4x z a_ MIN OPENING, TYP SHEARWALL END I DOOR &WINDOW NEAREST TO WALL END AND THICKER d REV.# DATEISSUED DESCRIPTION POSTS TO RECEIVE EN OPENINGS I AND OPENINGS TO SPACING STUDS RECEIVE EN FULL A� 6-12-2020 field change 1 2x STUDS, UNO HEIGHT. PER PLAN MAX � I IF ALL OF THE FOLLOWING APPLY, BLOCKING IS NOT REQUIRED. OPENING SMALLER THAN 6"x6" 3" MIN FROM EDGE OF OPENING TO EDGE OF SHEATHING. SILL PLATE PER I I I 12" MIN BETWEEN EDGES OF ADJACENT OPENINGS. TYP FRAMING DOUBLE SHEARWALL SCHED I I M Q MEMBER FRAMING CS20 STRAP EACH _ ? SIDE, FULLY NAILED SILL BOLT SPACING PER THIS DETAIL DOES NOT CUT THROUGH FRAMING MEMBERS. a WITH 8d INSTALLED zo,5 SHEARWALL SHED MAX OPENING SIZE = 2' x 6' THIS DETAIL CUTS THROUGH NO MORE THAN (2)JOISTS. OVER SHEATHING. MIN CLEAR SPACING = (2x) MAX OPENING WIDTH MAX OPENING SIZE = 6' x 6' 5"min MIN CLEAR SPACING = (2x) MAX OPENING WIDTH TYPICAL SHEARWALL FRAMING OPENING AT ROOF/FLOOR SHEATHING n TYP HOLE/NOTCH IN STUD WALL U „ � OPENING THROUGH JOISTS Copyright APEX U 3/8" = 1'-0" U 1" = 1'-0" 1 = 1 0 u 112" = 1'-0"