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r <br /> ROOF SHEATHING PER PLAN � I � I � <br /> PRE-FAB PIGGY-BACK TRUSS PER PLAN <br /> ROOF VENT BY OTHERS <br /> ar� ch � tectuPc <br /> 2x4 BRACE @ EA.STUD <br /> 2x BLOCKING EA.SIDE OF RIDGE VENT <br /> FASTEN W/(3)16d EA.END Architect of Record: <br /> BRR architecture,Inc. <br /> ROOF SHEATHING PER PLAN <br /> PER ARCH. eeneon�u��e 6�0o Antioch Plaza <br /> Suite 300 <br /> � SIMPSON H3 HURRICANE TIE � PER ARCH. <br /> �@ EA.PIGGY-BACK TRUSS- $ Phoenix Merriam,KS 66204 <br /> San Francisco <br /> ?hiladelphia <br /> ` iP' � Atlanta Te1:913-262-9095 <br /> ATTACH PER MANUF.RECQM, rt�ami <br /> Fax:913-262-9044 <br /> Consultants <br /> SIMPSON LTP4 <br /> CONT.2X6 W�(2�16CI CONSULTANT LOGO <br /> @ EA.TRUSS(TYP.) <br /> —MASTER TRUSS PER PLAN <br /> R�\ SIMPSON LU26(TYP.) <br /> � FRAMING PER PLAN(TYP.) <br /> PRE-FAB WOOD TRUSS PER PLAN <br /> SIMPSON HDU4-SDS2.5 TOP&BOTT. <br /> OF PL.W/5/8"�THREADED ROD <br /> SIMPSON H3(OR EQ.)@ EA.JOIST(TYP.) 2x4 @ 16"SPA.(TYP.) <br /> I GR�� <br /> 2x TOP PLATE <br /> (5)2x STUD COL.FULL HEIGHT - 5/8 GYP.-FASTEN PER SHEAR Copyright Notice <br /> @ MASTER TRUSS WALL SCHEDULE(TYP.� rhis drawing was prepared for use on aspecific <br /> site contemporaneousiy with its issue date and <br /> � 2x WALL FRAMING PER PLAN it is not suitable for use on a different project , <br /> site or at a later time.Use of thls drawing for <br /> W6x20 HOIST BEAM PER ELEVATOR MANUF.- reFerence or examp�e on another project <br /> PROVIDE 6"BRG.MIN.EA.END&GROUT SOIID 1/2"�l LAG 2x CONT.SILL PL. requires the services of properly licensed <br /> SCREW @ 48�� architects and e�gineers.Reproduction of this <br /> � drawing for reuse on another project is not <br /> SPA.-HOLD CONC.TOPPING PER PLAN authorized and may be contrary to the law. <br /> CONT.TREATED 2x4 PLATE W/1/2"¢ TO ONE SIDE <br /> CONC.SCREW ANCHORS @ 32"O.C.- OF PLATE � . SHEATHING PER PLAN Issues&Revisions <br /> EMBED 4 (TYP.) 3/16 Np. DATE DESCRIPTION <br /> T.O.W.PER ARCH. e aoo�� ,viane <br /> F.F.E. <br /> ._ -- --- �- �. _ ��, <br /> - 8"CMU BOND BEAM 2x4 LEDGER W/1/2"Q SCREW - <br /> �;�� W/ (1)#5 CONT.(TYP.) �':f, ANCHOR @ 24"SPA SIMPSON HDU4-SDS2.5 TOP&BOTT. <br /> OF PL.W/5/8"�THREADED ROD i BLOCKING AS REQ'D <br /> (2)1 3/4"x 11 7/8"LVL- �� 04 � � <br /> ATTACH TO CMU W/(2J 1/2"� - g��C MA A L- " 5211 �'�U I . <br /> . . ° a <br /> \ � <br /> � MU SONRY W L REINF.W/#5 3/8 BEARING PL " ' --- � <br /> SCREW ANCHORS AT 48"SPR. � : � ° <br /> VERT.@ 48"HORZ.SPA.-PROVIDE 9 GA. W/1/2"�6 x 4"H.S. � ' : ° ___ __ I I <br /> ' •- �F.F.E. FLOOR <br /> - . BED JOINT REINF.@ 16"VERT.SPA.-6ROUT . - ---- ---- -- ------ FRAMING II II <br /> II II <br /> _ REINF.CELLS SOLID(TYP.) _ � PER PLAN � �) <br /> � II II FLOOR FRA3VlING PER PLAN <br /> o I � 2x BLOCKING <br /> ° ----"-"-'"' @ 16"SPA. �� �� DOUBLE TJI PER PLAN <br /> i i <br /> WALL PER PLAN CONT.362 SLP 250-54-ATTACH <br /> (IF APPLIES) TO FLOOR FRAMING @ TOP PL <br /> PER PLAN 1'-0" 1'-0" PER PLAN W/(2)#10 STEEL-TO-WOOD <br /> �---�fi MAX � SCREWS @ 16"SPA.@ WALLS <br /> SECTION 01 SECTION 02 SECTIOI� 03 <br /> 1/2"=1'-0" 5213 1/2"=1'-0" S213 3/4"=1'-0" S213 <br /> Project Name <br /> 5/8 GYP.-FASTEN PER SHEAR WALL �����r!�� <br /> SCHEDULE(TYP.) <br /> �lI1t�S <br /> 2x WALL FRAMING PER PLAN <br /> �����i.��e <br /> Project Address � <br /> 16d NAIL @ 6" 2x CONT.SILL PL. <br /> SPA. 7707 Broadway <br /> CONC.TOPPING PER PLAN Everett, WA 9�203 <br /> SHEATHING PER PLAN <br /> � F.F.E, <br /> SIMPSON LUS26 JOIST c�iENT�oGo �' <br /> HANGER(OR EQ.)-FASTEN � <br /> PER MANUF.RECOM.(TYP.) �� ' <br /> F100R FRAMING PER PLAN <br /> ATTACH SWGLE TJI HEADER W/SIMPSON <br /> ������""1°�'�d7 <br /> HEADER PER PLAN ��'����„ <br /> MIU3.56/16 TJI HANGER(OR EQ.)ATTACH DOUBLE <br /> TJI TO HEADER W/SIMPSON HU414-2 TJI HANGER <br /> (OR EQ.)-ATTACH PER MAUF.RECOMM. <br /> AN EX7ENDED STAY FIOTEL <br /> SECTION 04 <br /> Project Manager: <br /> 3/4"=1'-0" 5213 <br /> BL <br /> Checked ey: <br /> Drawn by; <br /> )M <br /> Document date: <br /> 05/12/2015 <br /> Project No. <br /> .�10000�� <br /> Project Phase <br /> CITY PLAN REVIEW <br /> Prafessional Seal <br /> ���� � <br /> �� ��g�J� �� � ����� <br /> ,, �'�,, �" � <br /> f ��' �,� � �M <br /> � <br /> �����'� <br /> � � <br /> "��y,:�j�� <br /> ��� �,. <br /> �'��t°1���a` <br /> �,��=�� � . <br /> �*����ry`�r}�1 SheetTitle <br /> e? t Fl 4�. <br /> ��� ��E��� FRAMING DETAILS <br /> 65E5tructural Engineers!LC <br /> 1#32Q Wesk 99th Sireet Sheet No. <br /> i.enexa,Kansas 66214 <br /> Phone 913.492.TAQ0 <br /> www.6�Estructural.com <br /> C� BRR Original printed on recycled paper <br />