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TYPICAL SHEAR WALL SCHEDULE sr,y �.�-SDNEARWALL o�� STyo sw_P �X ROSS <br /> SILL PLATE/SOLE PLATE D� SW_ `` X No <br /> NUMBER OF SHEAR WALL STUD/BLKG. E�g I�G.�1 I�g <br /> �,z SHEATHED EDGE 3 AT ADJOINING FRAMING ANCHOR TO NAIL/SCREW e HOLD-DOWN ID HOLD-DOWN ID <br /> SYMBOL SHEATHING SIDES NAILING PANEL EDGES 5 SIZE CONCRETE ' TO RIM]OIST SHEAR CLIPS o <br /> SHEAR CLIPS PER SHEAR WALL SHEAR WALL KEY SHEAR WALL KEY FLOOR BOUNDARY NAILING Desig n <br /> 5/8" DIA. AB 16d TOENAIL9 PER DIAPHRAGM SCHEDULE <br /> SW1(P) 1 8d @ 6"OC 2x 2x @ 48"OC 16d @ 6"OC @ 8���� SCHEDULE WHERE APPLICABLETYP. <br /> SOLE PLATE CONNECTION PER <br /> 5/8"DIA.AB STRAP TYPE HOLD-DOWN SHEAR WALL SCHEDULE <br /> SW2�P� SEE 1 8d @ 6"OC 2x �x @ 48"OC 16d @ 6"OC LTP4 @ 24"OC SQUASH BLOCKS IN RIM JOISTS AT I n c JOB # 18026 <br /> 5/8" DIA. AB ALL POSTS AND HOLD-DOWNS,ALL CENTER ON RIM JOIST AT m FLOOR <br /> SW3(P) �R�� 1 8d @ 4"OC 2x 2x 16d @ 4"OC LTP4 @ 18"OC LEVELS.SEE TYPICAL POST BLKG. 191!i Ili It9 III III ul IIIII III III Iil III III —III UPPER FLOORS TYP. J EDG SOLE PLATE SHTG. � 314-2 3 <br /> NOTES @ 32"OC _ _ _ _ _ A _ _ _ _ _ — _ _ _ E NAILING TO � <br /> DETAIL TYP. • _ ' = _ '_ _ ' ' - � i 425) 37 <br /> 4 e 5/8" DIA. AB I� — —�T — — �r — — � — — �� —I I— n � Tl Tl _ _ R _ _ <br /> SW4(P) 1 8d @ 3"OC 3x 2x , 16d @ 3"OC LTP4 @ 14"OC !.I I I�I �•� BLKG PER SCHED AT HORIZ. I• aCl.ross@rossen ineer.com <br /> @ z4� oc ,•, � � �•� 11_ t.._ _ 11�•� �•� TYPICAL TOENAIL --' -�- ry g <br /> LI PANEL JOINTS w/EDGE • I J� I I ll PANEL EDGE NAILING HANGERS PER <br /> 4 5/8" DIA.AB � �I I I I � <br /> 1 8d @ 2"OC 3x 2x 16d @ 3"OC LTP4 @ 10"OC ANCHOR TYPE HOLD-DOWN W/ -- _ _ - - - - - - - -- - — — CONT.RIM J IST <br /> � � @ 18"OC — — f — NAILING BOTH SIDES OF .I � � r — � — TYp, <br /> SW5 P ANCHOR ROD PER HOLD-DOWN •I I I I �,I �� , PLAN ,� <br /> SCHEDULE TYP. ��� �� 1 I I JOINT TYP. I I I� �� � I I �� � <br /> I I I I �� t I 1 I I�• I I I� I I' 'i I I I ; ', SHEAR CLI S PER <br /> I P A N E L E D G E N A I L I N G � '� SHEAR WA L SCHEDULE �'�' �" '�O <br /> „ I I I ;I , f�, 'I I I•� f b • I j ALL AROUND OPEINING p'' S <br /> 8d AT 12 o.c. NAILING AT ALL <br /> SHEAR WALL SCHEDULE NOTES INTERMEDIATE SUPPORTS �� �� LOCATE VERTICAL PANEL •I I I� I I �I I i I ��, 4,"� Q¢��S}fj,� `S <br /> 1. SHEAR WALLS NOTED AS"SW_" INDICATE"SEGMENTAL SHEAR WALL" PER DETAIL(RIGHT) �� �� �� JOINT ON STUD w/ED6E �� �I I I �I I I I �� �� c,�,O <br /> 2. SHEAR WALLS NOTED AS"SW P" INDICATE"PERFORATED SHEAR WALL" PER DETAtL(RIGHT).APPLY ALL SHEATHING, NAILING AND PANEL EDGE NAILING TYP. NAILING BOTH SIDES OF �� a�� I,�� �� �I h "� <br /> FRAMING REQUIREMENTS PER SCHEDULE TO THE FULL LENGTH OF SHEAR WALL INCLUDING AREAS ABOVE AND BELOW OPENINGS. JOINT �I I I� ��• I I I I � • DTT1Z WITH SDS25312 EACH _ � � <br /> FLOOR FRAMING PER <br /> 3. NAILS SHALL BE COMMON OR GALVANIZED BOX. SILL/SOLE PLATE W/ •I I I,� � ; = = T = � �I I I I END OF DECK AND AT 4 FT o.c. P�N � � �:� <br /> 4. WHERE NAII SPACING IS LESS THAN 4"oc,STAGGER NAILS�". ANCHORS PER SCHED.TYP. MIN(2)STUDS AT EACH ,I I I� ��I PANEL EDGE NAILING TO TOP PLATE ` �' <br /> 5. ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL HORIZONTAL HOLD-DOWN UNLESS I I i� ��I TYP. ^� � �r,a^'';� � <br /> AD101NING PANEL EDGES. ANCHOR TYPE HOLD-DOWN NOTED OTHERWISE PER �.���',�- <br /> 6. AT SW4 ONLY,3x FRAMING MAY BE SUBSTITUTED WITH(2)2x NAILED T06ETHER W/10d @ 3"o.c EACH FACE. PER PLAN WHERE APPLICABLE. PLAN OR POST EDGE NAILING TO �,a���s <br /> 7. AT SW1 PROVIDE STANDARD CUT WASHERS AT ALL SILL BOLTS.AT SW2 AND H�GHER PROVIDE 3"x3"x.223"STEEL PLATE WASHERS. LOCATE SEE SCHEDULE FOR ANCHOR SCHEDULE TYP, TOP PLATE <br /> EDGE OF WASHER WITHIN 1/Z"OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE DIAGONALLY SLOTTED 1.75" MAX. ROD TYP. <br /> 8. ENSURE ONE CLIP EACH END OF SHEAR WAIL AT EACH REQUIRED FACE OF SHEATHING. STRAP TYPE HOLD-DOWN ELECTRONIC COPY <br /> ' ' ' ' ' ORIGINAI IS ON F�LE <br /> 9. SEE DETAIL(TOP FAR RIGHT)FORTYPICALTOENAIL SEGMENTAL SHEAR WALL PER P�,N nP. PERFORATED SHEAR WALL AT ROSS ENGINEERING <br /> 5 U LL j y ��'O-.N_.� N� C O N O O <br /> TYPICAL SHEAR WALL SCHEDULE AND NAILING DETAIL 4 SHEAR WALL AT FLOOR FAMING z" E ���° °_ °W n�°N� <br /> R 1,f- O'O fJ�N« T y C O <br /> � � <br /> Z� N � p O C� l0 ` N Q y Q�. <br /> a Q Z C— <br /> Na m � °�vaiU �.o��«UEmco <br /> =�� a°� �' ° m� � �o°Da�iy� . <br /> �Z Q� � tj N�CJ N N... C�� C O C . <br /> }W J�� C.� � N O�d y� $ . <br /> NOTE: <br /> d� � o o c � � d� c c m `o <br /> O w LL c� � � � n�'�m�m a o <br /> ROSS ENGINEERING HA S PR OV I D E D v�o o �=o �,_ <br /> CGUARDRAIL BY OTHERS 10d @ 3"o.c. ~�a N���~ � �� �~ E c � <br /> CALCULATIONS FOR THE EDGE � <br /> MEMBER TO SUPPORT GUARDRAIL Zx BLKG SHEAR WALL PER PIAN (2)ROWS 10d AT 6"o.c. <br /> GUARDRAIL LOADS.THE GUARDRAIL 2x BLKG W/ TYPICAL BOLTED <br /> ATTACHMENT DESIGNED MANUFACTURER SHALL SUBMIT (3)SDS25312 EA. �LbCK FACE OF WEB �� <br /> BY MANUFACTURER CALCULATIONS FOR THE I CONNECTION � DIA. BOLT <br /> ATTACHMENT INTO THE EDGE <br /> MEMBER INCLUDING THE FASTENERS. 1 10d AT 4"o.c. BEAM SIZE #OF 3/4" DIA.A325N AT 24"o.c.STAGGERED <br /> lOd AT 6"o.c. �� j BOLTS REQUIRED 2 1/2" 1 1/2" <br /> 10d @ 3 o.c. � 2x6 DF#2 NAILER RIPPED W8,w1� �2) <br /> FLOOR SHTG. CONT 2x SHAPED BLKG i 2x CONT. BLOCKING w/ TO MATCH BEAM WIDTH W12 (3) N a 1/2" SOLp E o0 MATCH A015T <br /> \ 16d AT 4"o.c.TO NAILER � W14 (4) � BOLTS PER <br /> � W16 (4) <br /> � � SCHEDULE DEPTH <br /> `-' — -- �;' _� W18 (5) � <br /> DTT2Z WITH%$" DIA. SHEAR CUPS PER EDGE � � s <br /> BOLT AT EACH CORNER SHEAR WALL SCHED. NAILING � /6' FULL DEPTH <br /> AND AT 48"OC � NOTES: CONNECTION � <br /> � 1. SHORT SLOTTED HOLES ARE i PLATE <br /> RIM JOIST/BEAM PER PLAN BLOCKING _f�, ' PERMITTED UNLESS NOTED 0 ; <br /> OTHERWISE. PROVIDE HARDENED � �' Q <br /> SHEAR CLIPS PER � ! `� H1 CLIP EACH TRUSS DTT2Z AT 80"o.c. WASHERS AT SLOTTED HOLES. � � <br /> I EXISTING FLOOR JOISTS PER PLAN I 2' <br /> SHEAR WALL SCHEDULE <br /> FLOOR JOIST � SOLE PLATE NAILING NEW 101STS PER <br /> PER PLAN PER SHEARWALL PLAN TAPPERED O <br /> EDGE NAILING TO SCHED WHERE APPLICABLE NOTE: STEEL BEAM N <br /> TOP PLATE HANGER PER PLAN BOTTOM OF BEAM FLUSH WITH OO <br /> EDGE NAILIN6 FLOUSHFSEEEPLAN AND DETAIOLS 8/S2 PER PLAN <br /> STEEL BEAM PER PLAN BOITOM OF EXISTING JOISTS, O� <br /> BEAM PER PLAN HANGER PER PLAN VERIFY <br /> TO TOP PLATE I AND 10/52 Q <br /> PER GUARDRAIL MFR. ' <br /> (3" MIN) I � STEEL BEAM PER PLAN � <br /> � ~ <br /> � <br /> SECTION �'j SECTION 7 SECTION AT STEEL BEAM $ TYPICAL STEEL BEAM CONNECTION 9 SECTION AT STEEL BEAM 1 � W � <br /> � V w <br /> > <br /> Z w <br /> STEEL BEAM PER W ` <br /> W <br /> NOTE: Q � <br /> PLAN 10d AT 6"o.c. STEEL BEAM PER PLAN SEE 16/52 FOR ALTERNATE SIMPSON RBC � <br /> (2) ROWS WOOD BEAM PER PLAN EXISTING BEAM TO REMAIN DETAIL AT RAISED TRUSS AT 48"o.c. N W <br /> VERIFY 4x OR 6x HEEL. <br /> STEEL BEAM PER PLAN W � <br /> �" DIA BOLTS AT 18"o.c. 3x NAILER PLANED AS NEEDED. RIP TO <br /> STAGGERED EA.SIDE. MATCH BEAM WIDTH ROOF SHTG � � <br /> � � � <br /> _ /�/ � <br /> �6 ii r , <br /> - lOd AT 6"o.c. � N v <br /> � � <br /> NOTCH BOT.OF BEAM AT �� (VEN�T PER ARCH) ��/ Z � <br /> 3" MIN.BEARIPIG <br /> �y N <br /> L6x4 SEAT N <br /> 1-1/2' <br /> L6x3x1/4 x3.5" �. • W (V <br /> CONNECTtON PER W �� � �i� _ � � <br /> � (2)SDS25312 AT 2"o.c. 19/S2 <br /> CENTERED IN HORIZ. LEG � ` I <br /> �"x3" LAG SCREW EA.SIDE <br /> CONNE <br /> BOT. FLANGE TO TRIM BOTTOM CORNER OF WOOD 19/52 H1 CLIP EACH TRU55 � <br /> TOP PLATE EXISTING FLOORl015T5 BEAM FOR RADIUS IN L8x6 <br /> VERIFY EXISTING POST � � <br /> STEEL BEAM PER PLAN TO REMAIN � <br /> 2x DF#2 BEARING PLATE POST PER PLAN <br /> 16210A HANGERS HUC68 OR HUC48 <br /> POST PER PLAN (VERIFY) VERIFY POST PER PLAN EDGE NAILING <br /> �, VERIFY 48" MAX I, <br /> c <br /> STEEL BEAM TO POST SECTION AT STEEL BEAM 12 WOOD AND STEEL BEAM TO POST 13 DETAIL 14 SHEAR WALL AT ROOF TRUSS 15 � <br /> 11 a <br /> .� <br /> y <br /> d <br /> � <br /> SIMPSON RBC <br /> @ 48"o.c. <br /> ROOF SHTG ��.- -~�_ <br /> ROOF BOUNDARY NAILING �� TRIM CORNERS OF ``, STEEL BEAM PER PLAN STEEL BEAM <br /> PER DIAPHRAGM SCHED 10d AT 6 o.c. BLOCK FOR STL. <br /> STEEL BEAM o <br /> BEAM RADIUS ' PER PLAN PER PLAN Z <br /> CONT.2x BLKG <br /> (VENT PER ARCH) HANGER PER <br /> P�N EXISTING TOP PIATE <br /> � (4)4" DIA.THRU BOLTS STRAP PER 6/S1 FILE/NO. 170811 <br /> 2x BLOCKING � DATE <br /> PANELS CONT. WOOD BEAM <br /> �, / PER PLAN " DESIGNED BY TL <br /> l � � ROOF TRUSS 1 1�2 1 1�2 DRAWN BY TL&RM <br /> SOLID WOOD 1�$ • • <br /> BLOCK x30" LONG 2x DF#2 - 1�8 � � VERIFY EXISTING DBL. � CHECKED BY TL <br /> f ' � HI EACH TRUSS TIGHT BETWEEN BEARING PLATE �' � � � � <br /> TOP PLATE AND NOTCH <br /> ! BEAM PER PLAN STEEL BEAM FOR STEEL BEAM <br /> j <br /> ' • EDGE NAILING FLANGES. PLANE ' - <br /> � N � SHEET: <br /> FLUSH WITH � � // O WOOD POST � WOOD POST <br /> SHEAR CLIPS PER (EXTEND SHEAR WALL 16d TOENAIL AT 12"o.c. STEEL BEAM `�� _ <br /> ROOF TRUSS PER PLAN SHTG UP TO TOP OF ' PER PLAN `� PER PLAN <br /> SHEAR WALL SCHED. BEAM.DO DOT BREAK � FLANGES O ' \\ O N� <br /> AT TOP PLATE. <br /> EDGE NAILING � H1 CLIP EACH TRUSS � %8"x7" PLATE 1/"x7" PLATE _ <br /> SHEAR WALL PER PLAN � LSTA24 EACH FACE AT EACH �P W/(4)SD525300 W/(4j SDS25300 <br /> END OF WALL AND AT 32'o.c. <br /> �g��.�' �� ��ERETT <br /> ���lctt�'EC� �rF� k���iUll� <br /> SH EAR WALL AT RAISED TRUSS H EEL 1 � SECTION 17 WOOD BEAM HANGER TO STEEL BEAM 18 STEEL BEAM TO POST 19 STEEL BEAM TO POST 20 PRINT DATE 03/ 12/2018 <br />