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<br /> 2-TOP PLATEUNO -- EDGE NAIL TO TOP PLATE Ge11061 Notes ,
<br /> TYPICAL EDGE NAILING, r T CDRar E4sa 'G,
<br /> II,
<br /> SEE NOTES 3/5"MIN. , y I t8 ��`�.✓)
<br /> ¢ TO EDGE OF PLYWOOD- - {+
<br /> o SHEET&SUPPORT IPA _' JOI> ROPLAN _ f II
<br /> I ` +
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<br /> a o1
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<br /> 1 II
<br /> La 1 ( I I I HOLD DOWN SCHEDULE
<br /> z I
<br /> O .-- FIELD NAIL
<br /> w
<br /> -
<br /> 2x4 FLAT BLOCKINGG,EDGE
<br /> NAIL 3x WHNEN NOTED -
<br /> Z PLYWOOD EDGES, ON SCHEDULE. = r - FASTENERS TO CONCRETE FASTENERS TO WOOD
<br /> PERPENDICULAR TO -SHEATHING PER / I I MARK �
<br /> FLOOR/ROOF JOIST WHERE MINIMUM
<br /> 0 NbTEDON PLANS OR NOTES SCHEDULE 1 I I DIAMETER EMBEDMENT (QUANTITY)TYPE WOOD MEMBER
<br /> LL ( DEPTH
<br /> I
<br /> O NOTE
<br /> I j I I NAILING TO BE 3/8'MIN- SDHD10 - IT 18-16d SINKERS 2-2x STUDS
<br /> r111
<br /> I - I• TO EDGE OF SUPPORTS B
<br /> SHEETS STHD14 I4' 22 16d SINKERS -2-2x STUDS
<br /> I � I I
<br /> HDU2 _ 5/8' 8" 6-SDS 1/4 xZ 1/2' Y-2x STUDS
<br /> TYPICAL INTERMEDIATE ' I. g I I HDU5 5/8' IT 10•SOS II4k21/2' 2.2x STUDS
<br /> NAILING PER NOTES 1 f C HDUB 7/8' IG 20,SDS 1/4'SQ 1/2° 1.4x POST.
<br /> I I I
<br /> NOTE:
<br /> ALL ENDS OF PLYWOOD SHEETS I HDU11 i'MOT 20' 30-SOS 1/4°x21/2° 1.6x6 OR 4x6
<br /> "�•�"' TO SPLICE OVER CENTERLINEI - _-.
<br /> JOISTS OR SUPPORTING I MEMBERS.BLOCK ALL PANELS
<br /> HOUt4 I"A3071"A307 20-24* 3&-$DS 114"x21/2' I.6x6 OR 4x8
<br /> I I
<br /> ( I IPCC THAN 1Y IN WIDTH
<br /> U 1I I
<br /> LHSTHDB 7/A307 S_ ._ 9�SN5os d 1M 1-Sz60R 4x8.
<br /> I I KERS 2-2x STUDS
<br /> -- - - . -
<br /> _ LSTA38: 11/4'x18GA - 26.10d COMMON -_-_2-2x STUDS , r
<br /> MSTA36 11/4'z16CA. - 20-I0d COMMON 2-2x STUDS
<br /> -.A►9 ti I No, Rev00nds ue D/l/
<br /> MST37 21/16'x12GA. - 42.16d COMMON 2-2x STUDS
<br /> I - MST48- 21/16'x12GA. 46-:16d COMMON 2-2x STUDS
<br /> STAGGER PLYWOOD JOINTS,SEE PLANS -- -3 SILL PLATE 1 HOEDOWN PER PLAN
<br /> \ MST60. 21/16'030GA, 56-16d COMMON 2-2x STUDS.
<br /> la.J - _-_ 11. _ L. __.. ___
<br /> FINISH FLOOR LIVE - MSfC48BS 3'X10GA. - 54-16d COMMON ,2-2x STUDS
<br /> 4 a MSTC66133 31/2"x1EGA. 56-16d SINKERS 2-2x STUDS
<br /> •
<br /> I ANCHORBOLTS • am
<br /> -
<br /> ___-- ___ - ` -..- SEE SCHEDULE e, NOTES
<br /> ----- -- -- 4 a a': - a". y 1.)ANCHOR SHALL BE ASTM A307 HEADED ANCHOR BOLT,UNLESS NOTED OTHERWISE.
<br /> -_d_-_ -_�` _ __ __ 2.)WOOD MEMBERS(MIN.)ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL.DO NOT USE LAG �
<br /> ��-- --��t�--�_ - ------ _ ��CORNERAT SIM. S TO WOOD MEMBERS.
<br /> 3.)BOLSTO FASTEN SCHEDUL HOLDS PROD DED FOR GENERAL INSTALLATION INFORMATION.NOT ALL OF .-.1
<br /> < HARDWARE SCHEDULED IS REQUIRED SEE PLANS FOR HOLDOWN CALL-OUTS -
<br /> _ TYPICAL P�CAL WALL r�^A' ^ AND LOCATIONS.CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION.
<br /> TYPICAL
<br /> h Rlt� SHEATHING
<br /> A 9 CAL FRAMING G 4.)QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OP STRAPS ABOVE AND E...y -�j"
<br /> i T l-I�i/'1L FLOOR/ROOF J,IEATH�NG - 5.)IF SHEAR WALL REQUIRES 3x ELOW THE DEPTH OF THE STUDS, SE3x INSTEAD OOR SYSTEM.USE 16d OMMON NAILS,U.N.O. w Ew F, N
<br /> �L (,+� 6.)IF ANCHORS ARE TO BE CONNECTED TO EXISTING CONCRETE,USE SIMPSON SET-SF,EMBED PEN F� yt ��(4'F.,;m
<br /> PLAN VIEW - SECTION - 7.)SCHEDULE.
<br /> 33TRAPS HOOK THE 3"RETURN UNDER THE BOYTOM OF THE BEAM,AND NAIL ALL © Q 3
<br /> HOLES. Z co(-
<br /> A in'_1.0. B 3/4'w1,0" n 1,-,
<br /> ct11 >
<br /> ROOF NAILING SCHEDULE SHEARWALL SCHEDULE (DOUG FIR OR HEM FIR LUMBER PER GENERAL NOTES) 42
<br /> O 0
<br /> NAIL SPACING NAIL SPACING @ - ,z W
<br /> NAIL SPACING© APA RATED SHEATHING(NOTES 1,2,4,12,13) SILL PLATE ATTACHMENT
<br /> - DOUG-FIR HEM-FIR
<br /> ZONE CONTINUOUS INTERMEDIATE STIFFENERS - - RIM JDTST/$LOCK-.TO 2x WALL PLATE -
<br /> OTHER EDGES STUB&EDGE BU<G.(NOTES SHEAR SHEAR
<br /> EDGES SUPPORT - MARK 3,6,14), TOY PLATE- TO BLOCKING/RIM 5/6'0 ANCHOR FOUNDATION. CAPACITY CAPACITY
<br /> PANEL EDGE NAIL SPACING <NOTE 7,8) (NOTE- 9> BOLT SPACING SILL PLATE (PLF PLF)
<br /> 0 931'fD @ 6'a9A7 APPLICATION. )
<br /> (NOTES 4,5
<br /> O1 WA 0.13T'0 @ trot (UNBLOCKED) j (NOTES 10,16) (NOTE 11)
<br /> SUPPORTED EDGES
<br /> I W3 ONE SIDE 0.148x31/4"@ 3"oc 2x CLIP El 11-cc 0.14841/4/5 3'oc 21"00 2x 490 455
<br /> ROOF NAILING NOTESi ___ -
<br /> 1.)ALL NAILS SHALL BE 10d COMMON(0.148'0(w/11/2"MIN.PENETRATION INTO FRAMING. W4 ONE SIDE 0.148x3 1/4"/5 4'oc So CLIP El 14'oc 0.1484 114 a roc 28'oc 2x 380 353
<br /> 2.)ALL NAILS TO BE FLUSH DRIVEN&SHALL NOT FRACTURE PLYWOOD SURFACE. -
<br /> 3.)PROVIDE 3/8'MIN.CLEARANCE BETWEEN NAIL CENTERLINE AND PANEL EDGE. WI
<br /> ONE SIDE 0.148x3 1/4'.2 6'oc 2x CLIP @20'oc 0.14841/4a 6'ao. 40"oc 2x 260 242
<br /> 4)PROVIDE 2 ROWS 10d @ Om EA ROW AT EXTERIOR DIAPHRAGM BOUNDARIES,(BLDG.PERIMETER)TYP..(U.N.O.) - -
<br /> 5.)AT STEEL'STRAP TIE LOCATIONS,NAIL ALL HOLES MIN.PENETRATION INTO SAWN LUMBER FRAMING.DO 0.148x3 1/4'@ 2'oc
<br /> NOT USE 10d x 11/2"NAILS AS SPECIFIED IN SUPPLIER LITERATURE. 2W2 BOTH SIDE STAGGERED 3x 3-CLIPS R 12'oe 3-CLIPS 0 12oc 1➢oo 3x.. 1280 1190
<br /> 6.)ZONE I APPLIES U.N.O. - 0.148x3 1/4'2 3'oc
<br /> 2W3 BOTH SIDE 3x 2-CLIPS a:11"00 2-CLIPS @.II'oc 12"oc 2x 986 912 DESIGN
<br /> STAGGERED
<br /> 2W4 BOTH SIDE 0,148x3 1/4' 2 4'Oc 3x 2•CLIPSC14'oa. 2-CLIPS®14'ac 18'oo 3x 760 706 acG
<br /> � - - -- �i^7n� 11N
<br /> 2W6 BOTH SIDE _ - 0.148x3 1/4'2 6'oc so_-- 2-CLIPS/52D'ac 2-CLIPS a20-co 28'oc 3x 526 464 {�� � I
<br /> SHEARWALL SCHEDULE NOTES: r ,,:;�..
<br /> 1.INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR ENTIRE LENGTH SHOWN ON PLANS, 9,WHERE PLATE ATTACHMENT SPECIFIES 2-ROWS OF NAILS,PROVIDE DOUBLE JOIST,RIM,OR L��
<br /> EQUAL,ATTACH PER DETAILS 2.WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL,PANEL EDGE JOINTS ON 2x FRAMING ens L c
<br /> SHALL BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME 10..IN SEISMIC DESIGN CATEGORY D,E,AND F,ANCHOR BOLTS SHALL BE PROVIDED WITH-. �iL�W w Mrni
<br /> STUDS. - 3x3x1/4"PLATE WASHERS.-EMBED ANCHOR BOLTS?'INTO CONCRETE. ,°' .""�
<br /> 3.BLOCKING IS REQUIRED AT ALL PANEL EDGES.
<br /> 11.PRESSURE PRESERVATIVE TREATED STAINLESS OR MATERIAL CAN CAUSE EXCESSIVE CORROSION
<br /> 4.PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS AND DEGRADATION OF FASTENERS.PROVIDE HOT DIPPED GALVANIZED NAILS AND CONNECTOR
<br /> INDICATED ON THE PLANS.ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED FRAMING MEMBERS. - - -
<br /> BUILDING.CORRIDORS,WINDOWS.OR DOORWAYS OR AS DESIGNATED ON THE PLANS.SEE PLANS G WOLf"((IL:L
<br /> FOR HOLDDOWN REQUIREMENTS.ALTERNATE WALLS DESIGNATED AS PERFORATED SHEARWALLS ALTERNATE NOTES:
<br /> REQUIRE SHEATHING ABOVE AND BELOW ALL OPENINGS. ` 29 APRIL 2018
<br /> DED
<br /> 5.SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLODOWN POSTS.EDGE NAILING MAY ALSO BE 11 T7HAT
<br /> ATALLSTUDS SHEATHING( A YBEU NEED R LIEU RECORD HS BEEN NO FIEDIINW K
<br /> REQUIRED TO EACH STUD USED INBUILT-UP HOLDDOWN POSTS.REFER TO THE HOLDDOWN THAT ALL STUDS ARE SPACED Woo AND ENGINEER OF RECORD HAS BEEN NOTIFIED IN WRITING
<br /> - DETAILS FOR ADDITIONAL INFORMATION. AND APPROVES. o..
<br /> 13.WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM WALL BOARD SHEATHING(GM),CONTACT
<br /> 6,INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS.FIELD NAILING SHALL SE AT 12oc MAX. ENGINEER OF RECORD FOR APPROVAL AND ALTERNATE FASTENING REQUIREMENTS.14.AT ADJOINING PANEL EDGES,2-2x STUDS NAILED TOGETHER MAY BE USED IN LIEU OF A 0,,xo ow,
<br /> 7.USE 0.131X11/2 LONG NAILS TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING USE 0,131x21/2' SINGLE 3 STUD.DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER WITH 3'NAILS OF THE SAME 2018-06
<br /> NAILS WHEN CLIPS ARE INSTALLED OVER SHEATHING, SPACING AND DIAMETERAS THE PLATE NAILING. 20(8-05 SO2
<br /> ' 8.FRAMING CLIPS ARE EITHER A35 OR LTP5,OR APPROVED EQUIVALENT 15.CONTACT ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO 0.4
<br /> CAST•IN-PLACE ANCHOR BOLTS.TYPICALLY SET ADHESIVE WILL BE ALLOWED AS AN ALTERNATE. I/4--1 O'
<br /> 11444.
<br /> 16 ALL ANCHOR BOLTS SHALL HAVE PLATE WASHER 3"4"x1/4'.PLATE WASHERS TO BE SLOTTED SO `
<br /> WASHERS IS WITHIN 1/2"OF FACE OF SHEATHING.
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