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� W .
<br /> SEE NOTE 5
<br /> (4) 16d MIN CONT. DBL TOP
<br /> CONNECTION NAILING
<br /> 4dn MAX PLATES NAILED W/ 16d @ 12"OC JOIST TO SILL OR GIRDER, TOENAIL (3) Sd
<br /> (MIN)
<br /> STAGGERED ELSEWHERE
<br /> j � BRIDGING TO JOlST, TOENA��EACH END (2) Sd
<br /> HOLE STUD SOLE PLRTE TO JOIST OR BLOCKING, TOENAIL 16d @ 16"
<br /> OR NOTCH 4'-0" MIN LAP
<br /> TYPE PEN
<br /> dn-DEPTH OF NOTCH
<br /> TOP PLATE TO STUD, END NAIL 2 16d L'' '"
<br /> STUD = w dh-DIAMETER OF HOLE )
<br /> HEADER PER PLAN � � ���� �'"
<br /> STUD TO SOLE PLATE (4)8D TOENAIL OR (2) 16d END NAIL �
<br /> U J NOTES: (2}8d TOE NAILS NAIL TOP PLATE TO LOWER � � '� �
<br /> � � J dn M �� TO EA TRIM STUD DOUBLE STUDS, FACE NAIL 16d @ 12" .,,..,�... � t //f ``� �r
<br /> H O L E O R NO TC H z � 5/8 MIN 5/8" MIN P L A T E W/(2) R O W S 1 6 d N A I S � .� \
<br /> TYPE PEN Z O X 1. MAXIMUM OF(2) PENETRATIONS PER STUD. NO MORE THAN @ 4" OC (TOTAL 16 NAILS) DOUBLE TOP TOP PLATES, FACE NAIL 16d @ 12" ��%�/ ' /�
<br /> Q AT: (5) CONSECUTIVE STUDS WITH PENETRATIONS. TRIM STUDS ?�� , ���
<br /> 4dh MAX � EXT WALLS, PER PLAN TOP PLATE INTERSECTIONS, FACE NAIL (2) 16d -7-'� � I
<br /> (MIN SPCG) " PARTY WALLS 2• SEE SCHEDULE FOR MAXIMUM PENETRATION SIZES. -�� ,:,
<br /> X & BRG WALLS 3. STUD PACKS OR POSTS SHALL NOT BE PENETRATED BY �'-' 16d @ 12"OC CONTINUOUS HEADER, TWO PIECES 16d @ 12"ALONG EACH EDGE �'
<br /> W-dn MAX dh PROVIDE EA STUD TO STUD
<br /> � � M� SIMPSON HSS A CUT, NOTCH OR HOLE WITHOUT VERIFYING WITH ENGINEER. CEILING JOISTS TO PLATE, TOENAIL (3) Sd
<br /> STUD SHOES 4. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION SPAN
<br /> OF A STUD AS A CUT OR NOTCH. KING STUDS SPLICE TO DOUBLE 2x RAFTER OR TRUSS TO PLATE, TOENAIL (3) 8d
<br /> OCCUR OVER TOP PLAT
<br /> 5. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED (N ELEVATION STUD, TYP BUILT-UP CORNER STUDS 16d @ 12"
<br /> SEE NOTE 5 OR PARTLY IN A PARTITION, NECESSITATING THE CUTTtNG NOTES: ( I BUILT-UP GIRDER AND BEAMS 16d @ 12"
<br /> OF SOLES OR PLATES, A METAL TIE NOT LESS THAN 16 GA l,
<br /> SPACINGS OF GALVANIZED AND 1Yz"WIDE SHALL BE FASTENED TO EACH 1. PROVIDE(1) KING STUD AT OPENINGS <6'-0" � BLOCKtNG BETWEEN JOISTS OR RAFTERS
<br /> NOTCHES OR HOLES CUTS AND NOTCHES BORED HOLES P�TE ACROSS AND TO EACH SIDE OF THE OPENING WITH PROVIDE(2) KING STUDS AT OPENINGS >6'-0"AND < 12'-0". TO TOP PLATE, TOENAIL (3) 8d
<br /> NOT LESS THAN SIX 16d NAILS. PROVIDE(3) KING STUDS AT OPENINGS> 12'-0".
<br /> RIM JOIST TOP PLATE, TOENAIL 8d @ 6"
<br /> TYPICAL STUD AND PLATE PENETRATION DETAILS TYPICAL HEADER DETAIL TYPICAL PLATE LAP SPLICE POSTAN� BEAMORGIRDERCONSTRUCTION PROVIDEPOSITIVECONNECTIONAGAINST
<br /> UP�IFT AND LATERAL DISPLACEMENT � � � n
<br /> BUILT-UP RIM JOIST (2) ROWS 16d @ 12" Q N N o c�v
<br /> 1 SECTION _ 2 SECTION _ 3 SECTION
<br /> � o 0 0 �
<br /> Scale. 3/4 - 1 0 Scale. 3/4 1 0 Scale: 3J4" = 1'-0" NOTES:
<br /> 1. NAILS PER GENERAL STRUCTURAL NOTES-"WOOD FASTENERS"ON S1.0. Z Z � "��L
<br /> 2. REFER TO 2012 IBC TABLE 23-11-B-1 FOR ADDITIONAL NAILING REQUIREMENTS. � � � �
<br /> DIAPH PLYWD PANEL NAILING TO PLYWD DIAPH PLYWD PANEL NAILING TO
<br /> BOUNDARY EDGE PANEL EDGES & BOUNDARY SUPPORTED EDGE SUPPORTED U U U U
<br /> DIAPH BOUNDARY PLYWD PANEL � z Z Z Z
<br /> -= PER PLAN EDGES 8d @ 6"OC
<br /> . . . (8d @ 6" MIN) . . .
<br /> SCHED BOT PL a � � � �
<br /> NAILING FL PLYWD � �
<br /> P�YWD PANEL � ' ; : . � , , EDGE NAILING W
<br /> Q
<br /> ' WEB STIFF ES AS REQD FL JST JST OR � � � � �
<br /> PLYWD PANEL BY JST SUPPLtER SEE PLANS CONT LVL OROTWO CONT LVL � � � �
<br /> BLK(2x4 FLAT MIN) ' ' ' ' Z Z Z Z
<br /> CONT PANEL • @ TWO SIDED PLYWD SW
<br /> NAILING TO • • • • o 0 0 0
<br /> JOINTS PROVIDE � � � � J J � �
<br /> BOUNDARY • • • • DIAPH , , , , m m m m
<br /> NAILING BOUNDARY
<br /> 8d@6"OC
<br /> . . . . . . SIMPSON A35 FL JST
<br /> JOISTS JOISTS CLIPS PER
<br /> ' ' ' ' (3) 16d EA BLK SW SCHED �
<br /> NAILING TO NAILING TO
<br /> TO TOP PL W a a a a
<br /> INTERMEDIATE INTERMEDIATE �
<br /> FRAMING MEMBERS FRAMING MEMBERS FL JST W/
<br /> 8d @ 12" OC 8d @ 12" OC CONT WEB BLK
<br /> NOTES: NOTES: ES OR CONT LVL JST BLK
<br /> WALL PLYWD
<br /> 2x CONT NAILER W/ EDGE NAILING, TYP
<br /> 1. DRAG STRUTS, BEARING WALL AND SHEAR 1. DRAG STRUTS, BEARING WALL AND SHEAR 16d NAILS @ 16"OC WALL PLYWD WHERE
<br /> WALL INTERSECTIONS SHALL BE CONSIDERED WALL INTERSECTIONS SHALL BE CONSIDERED SCHED BRG WALL SCHEDULED TWO StDES
<br /> DIAPHRAGM BOUNDARIES, TYPICAL. DIAPHRAGM BOUNDARIES, TYPICAL. REFER TO PLAN SCHED PLYWD SW
<br /> FOR MARK, TYP REFER PLAN FOR '
<br /> MARK, TYP ��EY
<br /> SHEATHING LAYOUT SHEATHING LAYOUT �,R�� o�,�r
<br /> INTERIOR NON-BEARING WALL NOTES: 0� , M`� �
<br /> TYPICAL BLOCKED PLYWOOD ROOF/FLOOR TYPICAL UNBLOCKED PLYWOOD ROOF/FL�OR �, � � � �
<br /> 1. JOISTS PARALLEL TO INTERIOR SHEAR WALLS. �o m '� o
<br /> ��"�i�,d` �~� w
<br /> SECTION SECTION SECTION SECTION �Q��� � �
<br /> 4 S�a�e, 3/4�� - ��-o�� 5 6 7 w
<br /> Scale: 3/4" = i'-0" Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" o
<br /> V �
<br /> SHEARWALL SCHEDULE z cv
<br /> o W c�
<br /> 2x BOTTOM PLATE SILL PLATE ATTACHMENT � � N
<br /> APA RATED NAIL SIZE&SPACING STUD & BLOCKING RIM JOIST OR BLOCK ATTACHMENT PLF �
<br /> LABEL SHEATHING @ EDGES SIZE @ ADJOINING CONNECTION TO TOP �AILING TO WOOD BELO ANCHOR BOLT TO SILL PLATE SIZE @ CAPACITY, EQ/WIND w/ � � �
<br /> (�)[2�[a][�2)(�s� EDGES PLATE CONCRETE BELOW FOUNDATION HEM-FIR M
<br /> [4j[5] �s��s� [���e� (s� ��o� [11J(12] 2x BLK AT ALL PANEL EDGES W
<br /> (3x BLK @ NAIL SPACING W O
<br /> CLOSER THAN 3"OC) � � 1
<br /> 7/16"ONE SIDE 0.131x2-1/2 6"O.C. 2x CLIP 20" O.C. 0.148x3-1/4 6"O.C. 5/8" 48"O.C. 2x 242/339 PROVIDE EDGE NAILING � � � V
<br /> W� @ @ � @ AT PL, TYP BLK OR � � ,
<br /> RIM JST C �
<br /> PLYWD G �
<br /> w 7/16"ONE SIDE 0.131x2-1/2 @ 4"O.C. 2x CLIP @ 16" O.C. 0.148x3-1/4 @ 4"O.C. 5/8"@ 42"O.C. 2x 353/495 PANEL � � � . . � DOUBLE Q �
<br /> " " " ' TOP PL L,�,�, Q
<br /> 1 � >
<br /> J >
<br /> PLYWD MAY . . . . �--
<br /> SCHED BOT PL NAILING VERT OR HORIZ �
<br /> 1� . . INTERMEDIATE � O "
<br /> FRAMING � �
<br /> FL PLYWD NAILING TO MEMBERS � U
<br /> EDGE NAILING • • • •
<br /> INTERMEDIATE � �
<br /> FRAMING • • • CONT
<br /> HEARWALL SCHEDUIE NOTES: MEMBERS , SILL PL Q � O W
<br /> To� � � N .
<br /> JST OR SOLID [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY a �
<br /> LSL BLK NAILING TO ANCHOR BOLT � O N
<br /> [2]WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. � � W
<br /> PANEL EDGES EDGE NAILING @ ALL JAMB, z �
<br /> SIMPSON A35 CLIPS PLYWD PANEL EDGE CORNER, &WALL END MEMBERS � � �
<br /> [3] BLOCKING IS REQUIRED AT ALL PANELS EDGES z
<br /> PER SCHED PROVIDE TWO ROWS OF o �
<br /> BLK @ TWO SIDED PLYWD SW
<br /> [4] PROVIDE SHEARWALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, W �
<br /> CORRIDORS, WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. SEE PLANS FOR HOIDOWN REQUIREMENTS. SH EARWALL SH EATH I NG LAYOUT �
<br /> FL JST
<br /> WALL PLYWD [5]SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWN POSTS. REFER TO THE HOLDOWN DETAILS FOR
<br /> EDGE NAILING, TYP ADDITIONAL INFORMATION
<br /> WALL PLYWD WHERE
<br /> SCHEDULED TWO SIDES [6] INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12"O.C.
<br /> i E I N DESIGNER: LUIS MARTINEZ
<br /> SCHED PLYWD SW SCHED BRG WALL l0 Scale: 3/4" = 1'-0" ,
<br /> REFER PLAN FOR REFER PLAN FOR MARK, TYP [7] BASED ON 0.131 x 1-1/2"LONG NAILS USED TO Al-fACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131 x 2-1/2" NAILS WHERE INSTALLED OVER SHEATHING.
<br /> MARK, TYP [8] SIMPSON STRONG TIE FRAMING CLIPS:A35 OR LTPS OR APPROVED EQUIVALENT, UNLESS NOTED OTHERWISE. ENGINEER: WADE DAMEY
<br /> in
<br /> NOTES: [9]WHERE PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOISTS, RiM OR EQUAL,ATTACH PER DETAILS. � PROJECT NAME: APARTMENT BLDG.ADD'N.
<br /> 1. JOISTS PERPENDICULAR TO INTERIOR SHEAR WALLS. [10] (IN SEISMIC DESIGN CATEGORIES D,E & F)ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PU4TE WASHERS 3/16"x 3"x 3". EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. PERMIT STAMP HERE(2 1/2"x 2") �
<br /> 0
<br /> �
<br /> [11] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE"HOT-DIPPED" GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) "NAILS"AND CONNECTOR PLATES vWi PROJECT NO.: 160001
<br /> (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. �
<br /> �
<br /> w
<br /> [12]MAY USE(2) 2x SILL PLATE IN LIEU OF 3x PER CONTRACTOR'S OPTION. °- DATE: 01.19.16
<br /> 8 SECTION .
<br /> �
<br /> Scale: 3/4" = 1'-0" ~
<br /> Q SHEET NO.:
<br /> �
<br /> �
<br /> �
<br /> U
<br /> W
<br /> �
<br /> O
<br /> I �
<br />
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