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A AT EXT WALLS: TOP R BREAK , 4'-0"MIN LAP SPLICE , BOT R BREAK
<br /> � (3} 16d W/IN 12"TYP AT DBL STUDS OR POST {AT STUD) W/(14) 16d, TYP UNO (AT STUD) NAILS TO MATCH LAP SPLICE, ES Arch itectu re
<br /> OF SPLICE(16d @ 12"oc MINj � �
<br /> I
<br /> WALL PEN PER SW SCHED� SHEAR WALL SHTG (3) 16d AT 2x6&2x8 STUDS r—`--� A35 ONE SIDE T&6 AT EXT OPENINGS<_4'-0", & Consulting
<br /> TO POST Wl HD � • NOT SHOWN � � � � r � A35 ES T&B AT OPENINGS>4'-0"
<br /> � I (2)2x CONT TOP F�, UNO I I I
<br /> POST OR TRIM STUD—� I � 4 � (4) 16d,TYP
<br /> � HOLDOWN 2x STUDS @ 16"oc, UNO � � � � L J
<br /> FULL HEIGHT POST ( • PER SCHEDULE SEE PLAN FOR SIZE A35 T&B, TYP AT EXT OPENING
<br /> PER SCHED(4x MIN) I � � 2130 FOURTH ST
<br /> SIIL R & 2x BLKG AT SHTG JT, UNO I I I
<br /> SCREWS TO ANCHORAGE AT INT: HDR PER � � HDR PER � (1)2x TRIMMER,TYP SAN RAFAEL CA 94901
<br /> � SCHED UNO � � SCHED UNO (2)2x TRIMMER AT OPENING>8'-0"UNO ON PLANS �
<br /> POST PER MFR � PER SW SCHED (2)2x FULL HT STUDS
<br /> � Z ; ON PLAN i i ON PLAN i PHONE (415) 457-6035
<br /> � • � WALL PEN TO � AT OPNG >4'-0" NOTCHING OF STUDS NOT PERMITTED.
<br /> A35 ES T&B i i � FAX 415 457-6036
<br /> � � !- SILL R AT EXT: � � TYP � FOR HOLES IN STUDS SEE 2 � �
<br /> U___--_LI_ � � (2)2x FULL HT STUDS TYP DOOR I I W�NDOW � S1.2
<br /> 10d @ 12'bc (E)6" AT OPNG <6'-0" I I I
<br /> • i i • i i Z 2"CLR i i STEM 4x FULL HT POST AT I (2) 16d I � DBL F� NO SP�ICES ALLOWED P.O.BOX 150539
<br /> PEN TOP OF(E)—� �i i� � g �'- ���� OPNG <8'-0" I AT EA f� SAN RAFAEL CA 94915
<br /> PEN POST& HD SOG : > i� (E)SOG 6x FULL HT POST AT i I I A35 T&B TYP AT EXT OPENING>_4'-0" '
<br /> ii � ii PTDF SILL f'� � I I
<br /> SHTG SHTG �--------------�ul- -6"------ I�iI , OPNG < 10'-0"
<br /> � GROUTED ANCHOR � �i i� MIN _ _ 1i i� � AT OPNG > 10'-0" USE AT NEW STUD j j � HEADER SCHEDULE
<br /> � i `� i i - i i POST PER PLAN
<br /> � � PER 5 �i iI Z (i i� TREAT END W/ I I � MqX NOMINAL HEADER
<br /> S1.1 �i i) � � "' I I Ii�I -- PRESERVATIVE I �I IL SPAN BRG NON-BRG
<br /> (i i I v � � �i i� (E)FTG (E)C U R B W H E R E AT CURB i C H A R L E S P I C K, A R C H I T E C T
<br /> ' (E)FTG�� i� � �i 6'-0' 4x6 OR 8x8 4x6
<br /> � TRIMMER y U U OCCURS
<br /> 16d @ 12"oc I I I 8'-0" 4x6 OR 8x8 4x6
<br /> � STUD WALL I AT 3x SILL:
<br /> � I 15"MfN,VIF I 2 NOTCH OR HOLE WIDER i i i � ) 10'-0" 4x10 OR 8x10 4x8
<br /> S 1.1 5 4 10d TN AT 2x6
<br /> SHTG HOLDOWN THRD ROD MIN POST SIZE TEST LOAD 12'-0" 4x12 OR 8x12 4x8
<br /> THAN 1/3 R WIDTH (6) 10d TN AT 2x8
<br /> STUDS AT CORNER HD AT CORNER AND END UNO ON PLANS A — I �e RJ GALVANIZED I
<br /> � � � 1.HEADERS TO MATCH WIDTH OF WALL STUDS.
<br /> G H HDUZ 5/"fl3 4X �ZOO * DHESIVE ANCHO * "` * _ 'I2"MAXIMUM 2,FOR LARGER OPENINGS,SEE PLANS.
<br /> @ 4'-O��OC, TYP UNO 4 1/2"MINIMUM 3.AT 2x8 WALIS,USE 6x HEADER+2x+SH�M OR 6'/<"GLB+SNIM.
<br /> ,� ,� TYPICAL PLAN VIEW OF STUD WALL INTERSECTIONS $ TYPICAL HOLDOWN ,� TYPICAL STUDWALL AND OPENING FRAMING
<br /> 314"= 1'-0" so-oo-os 3/4"= 1'-0" so-o�-oa 3/8"= 1'-0"
<br /> 76-00-01
<br /> , L/3 MIN D MIN
<br /> � :i----�'r---�-- L/2 MAX
<br /> I � 2x BLKG AT ALL X x D!4 JT OR BM
<br /> _ � WALL STUD PER PLAN TYP UNO ' UNSUPPORTED EDGES, 3x (E)SHTG OR SHTG 3D MAX MAX Z
<br /> � ; � �) BLKG AS REQD PER SW SCHED CUT TO MATCH ��4 � �
<br /> W „ j� STGR RB WHERE SHTG � AND WHERE SHTG OCCURS ON OPNG EDGES HDR SEE� � D MIN � � I ( �
<br /> 12 oc FIELD NAILING, TYP� OCCURS ES ES OF WALL S1.2 0 � I N � �
<br /> J
<br /> � L�J,�SHTG ES AS OCCURS AB TO OCCUR WITHIN DBL FULL HT STUD o --C�— Q � CONSULTANT
<br /> SILL f'� SPLICE AS OCCURS � � � MIDDLE THIRD OF SILL f'�, OR POST WHERE I I I! c�
<br /> v %"MAX CLR, R STUD TO MATCH(E)
<br /> Q U�` 4'/2"MIN AND 12"MAX AB TO R �� INCREASE R WASHER REQD, NAIL SHTG �� __._��- z
<br /> � � � WASHER EDGE TO , Fj-- �� NAIL PER�TYP �� ZFA STRUCTURAL ENGINEERS
<br /> ' END OR SPLICE � SIZE AS REQD TO STUDS �-��� ST2122-CENTER �
<br /> LL. ' INSIDE FO SHTG I I I I S1.2 ON HOLES AND ON N
<br /> � � � ! —SILL SIZE, AB SIZE,AND �� �� � 7801 folsom boulevard�suite 204 xfa.com
<br /> <C STGR WALL PEN---_ i , SHTG SPLICE ALIGNED W/C� R DOUBLE R
<br /> � � �� � AB SPCG PER SW SCHED, I I I I sacramento ca 95826 916.924.7024
<br /> AT SHTG SPLICES STUD,3x STUD AT SHTG SPLICE
<br /> Z GALV F�„ WASHER MIN I( I I - 4'-0" MIN FROM zfa job no. 17053 copyright02017
<br /> � PER 10 'I AS REQD PER SW SCHED AND , , f I I I � HOLE TO TOP R
<br /> a g1.2 r�,�� WHERE SHTG OCCURS ON ES _______ 0.229' x 3' SQ I I I I Z
<br /> W � J�I OF WALL i i I I I ANCHOR BOLT,4'/z" � SPUCE Q�OFESS��N
<br /> II II I ' ' q
<br /> a' " MIN,12"MAX FROM � � � MEMBER �.`���''� DENN�S �'•�
<br /> _ � BOT OF WALL 2 I I AND HOLE ti�( FA
<br /> ►- END OF R PER --�- '� �
<br /> � II HD PER PLAN CONDITION VARIES, —ANCHOR BOLT PER S1.1 CUT(E)STUDS& I I I I �: ' '
<br /> W � II SEE PLAN SEE SW SCHED FOR PROVIDE SHORING I I I I 5 2 � � ' Z
<br /> ` � :
<br /> � I S P A C I N G I i i I S 1,1 5 1.1 ' ' A
<br /> Z AS REQD ---�-�---�1--- ��`. . �
<br /> ! � SECTION D =DEPTH OF JOIST OR BEAM s u a,�:
<br /> g � ---'-------- D'=STUD OR PLATE WIDTH J'�.9'•.,No. 01,.•'��
<br /> T OST AT HD, SIZE - ft
<br /> WALL PER 8 UNO PER PLAN � �,�--SAWCUT - � p,�3 L=CLEAR SPAN �F OF WpSH��4
<br /> PEN � S1.2 (E)CURB E CURB AS OCCURS
<br /> L ) MAX
<br /> NOTE: DO NOT NOTCH OR DRILL 03-30-2017
<br /> WALL CORNER/END! NOTES: (E)SLAB p� STUDS AND JOISTS WITHIN
<br /> TRIM STUD OR TRIM POS7 11 1. PEN =PLYWOOD/OSB EDGE NAILING PER SW SCHED.
<br /> INTERSECTION PER D'OR D OF KNOTS IN WOOD
<br /> AS OCCURS AT OPNG S1.2 2. SILL R AB WASHER HOLE MAY BE OVERSIZED UP TO 3/,s", WASHER MAY BE DIAG
<br /> PLAN VIEW SLOTTED UP TO 13/0" IN LENGTH.WHERE HOLE IS OVERSIZED OR SLOTTED, PROVIDE
<br /> sTo cuT wASHER. NEW DOOR IN EXISTING WALL HOLES AND NOTCHES IN WOOD STUDS, �
<br /> ,�Z SCHEMATIC SHEAR WALL CONSTRUCTION 5 NON-SHEAR WALL 2 JOISTS, BEAMS AND PLATES
<br /> 3/4"= 1'-0" x so-oo-xx 3(8"= 1'-0" 7s-0�-os 3/4"= 1'-0"
<br /> _ 60A0-02
<br /> DRAWING REVISION LOG
<br /> RIMJOISTTOTOPR, TOENAIL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10d@6"oc _
<br /> . �T TRUSSES, JOISTS OR RAFTERS AT ALL BEARWG POINTS
<br /> � � -BLKEDGESOFOPNG TOENAILSEACHSIDE- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2) 10d
<br /> ( I TRUSSES, JOISTS OR RAFTERS TO SIRE OF STUDS (E)HDR
<br /> - - (3) 16d (E)STUDS
<br /> CS16x"3W"T&8 EIGHT(8) INCHJOISTSORLESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A34, TYP
<br /> . , . , , , , , o o . , . , , , . , . , o e o , , , . , . , FOR EACH ADDITIONAL 4 INCHES OF DEPTH OF JOIST - - - - - - - - - - - - - - - - - - - (1) 16d �
<br /> : ° , , . . . BLOCKING BETWEEN JOISTS OR RAFTERS:
<br /> TO JOIST OR RAFTERS-TOE NAILS EA SIDE, EA END- - - - - - - - - - - - - - - - - - - - (2) 1Qd 2x AS REQD W/A35 EA END 2x ALL AROUND
<br /> WALL PEN TO TO JOIST OR RAFTER BEARINGS-TOE NAIL5 EA SIDE- - - - - - - - - - - - - - - - - - - (2) 10d (E)RF OR F�R JST� (USE 4x W/HGR AT MECH
<br /> � STUD ES OF OPNG BLOCKING BETWEEN STUDS, EACH END TOE NAILS - - - - - - - - - - - - - - - -(2) 10d OR(2) 16d DO NOT CUT ♦ ; EQUIP ATTACHMENT (E)OPENING TO BE � � � �
<br /> . . , . .
<br /> � � FORDISTANCE'H' BRIDGINGTOJOIST,TOENAILEACHEND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -(2)8d �' � �- -� �- r' INFILLEDW/SHTG, . \ � .
<br /> � � : OP ING 2 SUBFLOOR TO JOIST OR GIRDER, BLIND& FACE NAIL- - - - - - - - - - - - - - - - - - - - -(2) 16d • • • � • • THICKNESS TO • � •
<br /> a . . ABV AND BLW SOLE PLATE TO JOIST OR BLOCKWG, FACE NAIL- - - - - - - - - - - - - - - - - - - - - -16d @ 16"oc PEN TO FRMG, TYP MATCH(E)SHTG ' '
<br /> . v OPNG SOLE PLATE TO JOIST OR BLOCKWG AT • W/ 10d @ 6'bc � � ; ,_,,,,.._---- 16d @ 6"oc TYP,
<br /> BRACEDWALLPANELS- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3) 16d@16"oc 4x6W/UHGREA • OPNG EDGES&@12"oc X ALLAROUND
<br /> • • TOPPI.ATETOSTUD, ENDNAIL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2) 16d END � . 4x6W/UHGREAEND FIELD. BLKEDGES • � � •
<br /> . , . o , , � , � , , , , , , , , , , , , , � , � , � . • , STUDTOSOLEPLATE, TOENAIL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (4)8d • W/2xMATERIAL, \
<br /> ° ' ' ° ° . . . , DOUBLE STUDS AT EXTERIOR WALLS, FACE NAIL- - - - - - - - - - - - - - - - - - - - - - 16d @ 12"oc TYP
<br /> 'W' DOUBLESTUDS, FACENAIL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16d@24'bc • • • • • • LOCOPNGBTWN (E)FRMG, � (2) 10dTNEA
<br /> • (141/2"MAX) DOUBLETOPPLATES, FACENAIL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -16d@12'bc -� �- �,DONOTCUT(E) FRMG STUDS@16'bcTO ' ' STUD,T&B,
<br /> UNO SPECIFICALLY ON TOP PLATES, LAPS& INTERSECTIONS, FACE NAfL- - - - - - - - - - - - - - - - - - - - - - - - - -(3) 16d /'- � � • � � •
<br /> MATCH (E) TYP UNO
<br /> STRUCT PLANS CONTINUOUS HEADER, TWO PIECES - - - - - - - - - - - - - - - -16d @ 16"oc ALONG EACH(3 D 6E� (E)RF OR FLR JST 24 MAX �
<br /> DOUB�ETOPPLATELAPATCORNER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DONOTCUT �� (E)CURBAS �� i�
<br /> CONTWUOUSHEADERTOSTUD, TOENAIL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (4)8d OCCURS � � �
<br /> NOTES: CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL- - - - - - - - - - - - - - - - - - - - - - - (3) 16d CURB INFIL�AS PROJECT NAME:
<br /> 1. OPENINGS<6" SQ DO N07 REQUIRE BLOCKING AND STRAPPING. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL- - - - - - - - - - - - - - - - - - - - - - - - (3) 16d OCCURS PER 3
<br /> 2. NO ADDITIONAL OPENINGS WITHIN 4'-0"ALL AROUND. BUILT-UP CORNER STUDS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16d @ 12"oc (E)SLAB S1.1 CLUBHOUSE
<br /> 3. NO OPENINGS PERMITTED IN SHEAR WALL�OR HIGHER OR IN SHEAR RIBBONS TO STUDS:
<br /> WALLSLESSTHAN10'-0"LONGUNLESSSPE FICALLYDETAILEbON ONE(1) WGHRIBBONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3)8d NOTE:
<br /> STRUCTURAL PLANS. CONTACT STRUCTURAL ENGINEER FOR ASSISTANCE. TWO(2) INCH RIBBONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3) 16d TENSION TEST ADHESIVE BUI LDI NG L
<br /> 4. FRAME OPENINGS PER 1/S1.2 WHERE STUDS ARE INTERRUPTED. CEILING STRIPPING(2x MIN)- - - - - - - - - - - - - - - 16d AT 45 SLANT,16d AT 90°TO SUPPORTS ANCHORS TO 500#
<br /> 13 SMALL OPENINGS IN SHEARWALLS 9 NAILING SCHEDULE - - � � - - - - � � " - - - - - - 6 NEW 24" MAXIMUM OPENING 3 DOOR INFILL AT EXISTING WALL
<br /> 3/4"= 1'-0" 3/4"= 1`-0„ ��_ ,� ��_ , „
<br /> so-oo-os so-oo-�4 3/4 1'-0 �s-oz-oz 3/8 1-0 7s-o�-oa
<br /> NAIL SPCG JST OR BM �(E)SHTG
<br /> i PNL JT
<br /> � -�-- � - f-(E)STRUCT
<br /> 1/2" ,� • • 3/8" �d, FRAMING
<br /> 3/4" �- � --. � . �1/2" 1/2"GAP �,— _
<br /> ———————— PROJECT LOCATION:
<br /> DTC (E) HEADER
<br /> AT 4x MEMBER AT 3x MEMBER (E)STUDS 824 W CASI NO ROAD
<br /> PLAN VIEW AT CLOSE NAIL SPACING \�� STUD WALL A34,TYP
<br /> (3"oc OR LESS SPACING AT FLOOR OR ROOF) L � PEN ALL AROUND EVERETf WA 95204
<br /> (4'bc OR LESS SPACING AT SHEAR WALL)
<br /> )
<br /> , s�s°AT 2x FRMG PERPENDICULAR
<br /> (E)OPENING TO BE �\ /' 16d AT PEN TYP
<br /> ��8��GAp � 3/4"AT 3x FRMG INFILLED W/SHTG ALL AROUND(6'bc AT
<br /> � THICKNESS TO
<br /> A35 W/#6 WSS TO MATCH(E)SHTG W/ NON-SW)
<br /> SHTG 10d AT PEN&@ " 2x ALL
<br /> 1'/2"MIN PENETRATION AT 8d 12"oc FIELD (6"oc AT AROUND
<br /> ' 15/a"MIN PENETRATION AT 10d -2x BLKG @ 4'-0"oc No►v-sw�B�K / SHEET T1TLE:
<br /> INTO JST, STUD OR BLKG
<br /> EDGES W/2x (2) 10d TN EA
<br /> �(E)SHTG MATERIAL, TYP STUD T&B, TYP
<br /> , � ,e,�; TYPICAL WOOD
<br /> 1/2' GAP -� STUDS @ 16"oc
<br /> SECTION AT TYP NAIL SPACING FRAM NG T TO MATCH(E) DETAILS
<br /> NOTE:
<br /> DTC
<br /> SHEATHING SHEETS ARE TO BE AS LARGE AS POSSIBLE. STAGGER SHEETS, �
<br /> JOINTS ARE TO BE CENTERED OVER BEARING. NAIL HEADS SHALL BE DRIVEN �STUD WA�L
<br /> FLUSH W/SHEATHING. MINIMUM SHEATHING SIZE IS 24"W1DTH x 48" LENGTH AT
<br /> FLOOR AND ROOF,AND 12"x48"aT wA��s. PARALLEL
<br /> •
<br /> ,� O SHEATHING NAILING 7 TYPICAL NON-BEARING STUD WALL DETAILS 4 WINDOW INFILL AT EXISTING WALL
<br /> 1 1/2"= 1'-0° so-oo-te 3/4"= 1'-0" �s-oa-o� 3/8"= 1'-0"
<br /> 76-01-03
<br /> Copyright 2016 by Charles Pick, Architect and Basis Architecture �t Consutting Inc.
<br />
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