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i <br /> NAILING PER SIMPSON SIMPSON CMST12 <br /> STRAP REQ'MT � �—. CONT 2x4 BLKG METAL DRAG TIE <br /> PER PLAN <br /> SIMPSON CMST12 <br /> METAL DRAG TIE Q , FLOOR PER ARCH �,. � �Z� <br /> PER PLAN � <br /> � �` <br /> �-- - - - - -� - - -- - - - - - - - �- - - - - - - - - - - - - - - � :�:>� � <br /> 'Lr ���:_ >_��;, r�' <br /> �� <br /> � G � <br /> v', � <br /> � <br /> �--- Z2 CLIPS OR EQUAL ��;,� , ��`, <br /> 2x4 BLOCKING ��r? . �;n° <br /> WALL FRAMING �`�'���prc>vLd�� <br /> SECTI0�1 A <br /> � <br /> C C <br /> N OTE: <br /> 1. LAP DRAG TIE OVER WALL 44" <br /> 2. LAP BLOCKING � STRAPS 44" <br /> � <br /> �� <br /> � <br /> A B C DRAG-TIE DETAIL NO SCALE D DRAG-TIE SPLICE DETAIL NO SCALE E 4� <br /> �� <br /> s� <br /> � <br /> U <br /> � <br /> SPLICE L SPLICE SPLICE SCHEDULE <br /> CL STRAP T!E RIM BOARD FLOOR SHEATHING # NAILS EA SIDE 5'-0" M1N LAP SPLICE SEE G/S5.01 MARK CONNEC110N T1PE <br /> OF SPLJCE SEE CAPACITY (LBS) � <br /> — RIM JOIST 1 1/2x12'-0" MIN LSL (7) 10d BLOCKING SCHEDULE � 1 1/2" � DOUBLE � �•• <br /> (2) ST6224 TO BUTT TIGHT RIM BOARD � I � <br /> �-��- i TOP PLATE � TPS-1 (8� l6d � A � 1389 � a <br /> � EA BLOCK O <br /> STRAP TIES � " <br /> � ��`d„ �- ��'a�-__-_,� RIM BOARD JOIST PER PLAN W/ � � � � � � TPS-2 12 16d 2084 � � ' — <br /> x12'-0" CONT MIN 5 � PENETRATION <br /> „ ( ) A � <br /> � � � I 31 � � rU � <br /> - - - - - - <br /> � � � � w <br /> / ; - - ; � TPS-3 (24) 16d A 4167 � � Q o N � � <br /> — z— s= _ — — — — — � m � � c� a�i <br /> � I r — — �� ' rr 1 + + �+ -1- + + t + + i- -f- +� I `! � ry � � � <br /> ----- RIM JOIST TO TOP i � � �- J-i L � � � + + + + + + + + + + � w °' �' N �° °' <br /> L _ _ _ .� _l €=z J � . . <br /> � arii � N � <br /> i PLAlE CONN PER � ; - J TOP PLATE SPUCE TPS-4 (30) 16d A 5209 `� � � N <br /> � SHEAR WALL SCHED _ _ STUD FRAM�NG, TYP A � <br /> � (TYP UNO) <br /> BEAM TO ALIGN ,_ „ � TPS-5 MSTC28 EACH SIDE B 7200 <br /> W RIM BOARD� 3x4x12 0 , BUTT TIGHT CL SPLICE L SPUCE <br /> � AGAINST RIM JOIST TPS-6 CMST14 EACH SIDE B 12980 <br /> 4'-0" MIN LAP SPLICE <br /> Y � � LTP4 � 48" 4C <br /> ` (2) HD8A W/ (3) 7/8� BOLTS & I I NO S: <br /> 1 1/2"x2'-0" LSL (1) 7/8�� THREADED RODS �, MINIMUM PLATE SPLICE IS (8) 16d COMMON WIRE NAILS EACH SIDE OF UPPER JOINT (TYPE TPS-1 <br /> FOR 2x PLATES. USE MINIMUM SPUCE UNLESS NOTED ON PLAN OR DETAILS. <br /> RIM BOARD w/ C 2. PROVIDE CONTINUOUS TOP PLATES NO JOINTS WHERE WALLS ARE 12'-0" <br /> (20) 10d NAILS � � <br /> OR LESS IN LENGTH. <br /> LTP4 � 16"OC FOR 3. USE 10d NAILS WITH CMST STRAPS. <br /> 4. DOUBLE TOP PLATE 4x6 + 2x6 REQUIRED FOR <br /> EXTENT OF RIM JOIST TPS-5 AND 6 UNO. <br /> TOP PLATE SPLICE B 5. NAILS FOR TPS-1 TO BE PLACED IN (2) ROWS � 3 1/2" OC. <br /> 6. TPS-7 TOP PLATE TO BE 3x6 OVER 2x6. <br /> � � <br /> � <br /> E COLLECTOR ALTERNATE METHOD NO SCALE G COLLECTOR ALTERIVATE METHOD NO SCALE H TOP PLATE SPLICE SCHEDULE NO SCALE K � � <br /> � ) � ) � <br /> �' � � <br /> Q <br /> � � ° � <br /> c� , o <br /> � ,�N <br /> Q 3 � <br /> � � � � <br /> ROOFIFLOOR DIAPHRAGM NAILING SCHEDULE � � � <br /> (ALL VALUES ARE BASED ON IBC Q6 FOR STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS-FIR-LARCH} <br /> BOUNDARY EDGE NAILING (EN) �— 2x4 (FLAT) BLKG SHEATHING LINES OF DIAPHRAGM BOUNDARIES AND CONTINUOUS FASTENER SPACING ALLOWABLE SHEAR <br /> PER DIAPHRAGM SCHEDULE —� W Z2 CLIP EA END All OTHER PANEL EDGES <br /> SIMPSON HDU8-SD32.5 � LOCATION THICKNESS BLKG FASTENERS �ZE OF PANEL EDGES AT INTERMEDIATE (LBS/FT) G � � pl <br /> (2 TOTAL) ��N� REQD �#� FASTENER FRAMING MEMBERS � ��,�oF �As�,�,s' <br /> FRAMING WIDTH* FASTENER SPACING FRAMING WIDTH* FASTENER SPACING SEISMIC WIND � � <br /> FLOOR 23/32 NO 1 10d 2x 6" OC 2x 6" OC 12" OC 300 215 <br /> ROOF 15/32 NO 1 8d 2x 6" OC 2x 6" OC 12" OC 250 180 A .��.�s���o`�,��,4 <br /> �'ss'taxaL E�� <br /> � � � � � �� � � FRAMING WIDTHS INDICATED ARE NOMINAL <br /> 06-21-13 <br /> JOIST PER PLAN <br /> ,�—SHEAR WALL Revisions <br /> NOTES: nOTHER� PANEL r:=........._�:-�• �--� <br /> 1. ALL DIAPHRAGM SHEATHING IS TO BE STAGGERED IN DIRECTION � _�_�--T � . �� <br /> PRE-PERMIT REVIEW <br /> � OF PLYW000 SPAN. EDGE NAILING "�;.•,::;; � . . <br /> BEAM PER PLAN BEAM PER PLAN � � � � .. ����\� DIAPHRACM 05/22/2013 <br /> 2. AS SHOWN IN ADJACENT DETAIL, BOUNDARY NAILING SHALL INTERMEDiATE : � Y � : : BOUNDARY NAILING (BN) <br /> NAILENG PERMiT SUBMITTAL <br /> OCCUR ALONG ENTIRE LINE OF SHEAR WALLS. ALSO, PROVI DE CONTINUOUS ����^� ����������'� � ��� BLOCKING LOCATION, 06/19/2013 <br /> ....... <br /> . . . . .......... .� ... <br /> �— TOP FLANGE BOUNDARY NAILING AT ALL CHORD AND COLLECT ELEMENTS UNO. PANEL JOINT - • �� • • IF REQUIRED PERMIT REPONSE <br /> HANGER PER PLAN 3. NAILS SHALL BE HOT-DIPPED GALVANIZED AT PRESSURE-TREATED r- JOIST 09/11/2013 <br /> AND FIRE-TREATED FRAMING. <br /> , � ,� ,. ,� ,..;� ,�, �SHEAR WALL — <br /> �; PLAN - <br /> � <br /> � <br /> O <br /> � <br /> i <br /> N <br /> cn <br /> � <br /> � <br /> ¢ L COLLECTOR (ALTERN/�TE METHOD) NO SCALE M TYPICAL DIAPHRAGM BLOCKING AT PANEL EDGES NO SCALE N ROOF/FLOOR DIAPRAGM NAILING SCHEDULE NO SCALE Q <br /> � <br /> Q <br /> � <br /> N <br /> o PAGODA VILLAGE <br /> o EVERETT <br /> � <br /> � <br /> 0 <br /> `" GRAND & WALL STREET <br /> � EVERETT, WA <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> 0 <br /> Q DIAPHRAGM <br /> �' SCHEDULE AND <br /> � <br /> � <br /> � DETAILS <br /> 0 <br /> � <br /> � <br /> � <br /> � <br /> Q <br /> � <br /> � <br /> � <br /> �� — <br /> � <br /> � � <br /> � o <br /> � o <br /> 0 <br /> .-- — <br /> � � <br /> � � <br /> � � <br /> � � <br /> � m <br /> � <br /> �, x <br /> � Q <br /> � � <br /> � — Date: 06121/2013 <br /> � Q <br /> x <br /> d.. m Job No: 113041 <br /> o x <br /> � � <br /> > <br /> % � <br /> o — <br /> � ;D Drawing No. <br /> r � <br /> � <br /> f <br /> a — 55.05 <br /> � <br /> � � <br /> � � <br /> ; � <br /> � � <br /> � _ _ <br /> � � <br /> � � R s -r u v <br />