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8 � �. � R <br /> ROOF SHEATHING PER PLAN ROOFSHEATHING PER PLAN � �' c h fi t e c t u � e • <br /> PRE-FAB PIGGY-BACK TRUSS PER PLAN PRE-FAB PIGGY-BACK TRUSS PER PLAN <br /> _ Architect of Record: <br /> PER ARCH. ��,,,, BRR architecture,Inc. <br /> � Kansas aey 6700 Antioeh Plaza <br /> ' $IMPSON H3 HURRICANE TIE-(OR EQ) PER ARCH. - � senco��u�e suite 300 <br /> ATT'ACH PER MANUF.RECOM. ' -- PnOe��x Merriam,K5 662p4 <br /> � SIMPSON H3 HURRICANE\ <br /> PRE-FAB WOOD TRUSS PER PLAN sa°F`a°`�s`° <br /> �, <br /> . Philadelphia <br /> TIE(OR EQ.)@ EA.PIGGY- '� <br /> ROOF SHEATHING PER PLAN � BACK TRUSS-ATTACH PER � SIMPSON H3 HURRICANE TIE @ EA.PIGGY-BACK \�� M`aamra Tei:913-262-9095 <br /> 10d NAIL$ 2X FRAMING PER PLAN MANUF.RECOM. \ TRUSS-ATTACH PER MANUF.RECOM. � Fax:913-z6z-9o44 <br /> @ 4"O.C. � (3)16d NAILS Consultants <br /> , PRE-FAB WOOD � ` <br /> TRUSS PER PLAN ^ CONSULTANT LOGO <br /> CONT.2x6 W/(2)16d NAILS @ EA. CONT.2x6 W/(2)16d NAILS @ EA.TRUSS(TYP.) <br /> TRUSS(TYP.) <br /> ROOF 2x CONT.W/(2) <br /> SHEATHING 16d NAILS @ <br /> PER PLAN EA.JOIST <br /> 2x BLOCKING @ EVERY 2x6 STRUT W/(5}16d EA.END <br /> � PER ARCH. OTNER 101ST SPACE- <br /> 3 � 1 <br /> TOE NAIL EA.END �PRE-FAB WOOD TRUSS PER PLAN PRE-FAB WOOD TRUSS PER PLAN <br /> 1 <br /> PER ARCH. <br /> GABIE END TRUSS W/INFILL <br /> VERT.FRAMING @ 16"SPA.� <br /> FASCIA PER ARCH. <br /> T.B.E. � _ <br /> � ^ � ' <br /> Copyright Notice <br /> T.B.E. 1 1 '� <br /> 2x41ST.@ 24��O.C.�/�/��z�16d This drawing was prepared for use on a specific <br /> � � SIMPSON LB28 JOIST HANGER(OR EQ.) NAILS EA.END 2x4 JST.@ 24"O.C.W/(2)16d site contemporaneously with its issue pat�and <br /> CEILING PER ARCH. �� — it is not suitabie for use on a difPerenk ro ect <br /> (2)2x TOP PLATE (2)2x TOP PLATE -FASTEN PER MANUF.RECOM.(TYP.) NAILS EA. END site or at a later tlme.Use of this drawing for <br /> _ reference or example on another project <br /> SIMPSON H3 HURRICANE TIE-(OR EQ) 2x6 BRACE$@ 8'-0"O.C.MAX.(TYP.) ' ' requires the services oP properiy licensed <br /> EXTERIOR architects a�d engineers.Reproduction of this <br /> ATl'ACH PER MANUF.RECOM. EXTERIOR FINISH PER ARCH. drawing for reuse on another project is not <br /> F�N�Shi PER � authorized and may be contrary to the law. <br /> ARCH. <br /> 2x WALL FRAMING PER PLAN CEILING PER ARCH. <br /> � 06 Issues&Revisions <br /> �5/8 GYP,-FASTEN PER 1/2"OSB SHEATHING FASTEN � (SIM.) SIMPSON H3 HURRICANE TIE- SIMPSON H3 HURRICANE TIE- NQ. DATE DESCRIPTION <br /> OR EQ. ATTACH PER MANUF. s nooas 08131115 <br /> 5212 (OR EQ.) ( ) <br /> GEN.NOTES(TYP.) PER SHEAR WALL SCHEDULE ATTACH PER MANUF.RECOM. RECOM. <br /> 1/2"OSB SHEATHING <br /> FASTEN PER SHEAR <br /> WALL SCHEDULE 2x WALL FRAMING PER PLAN �(2)2x TOP PLATE � <br /> � (2)2x TOP PLATE <br /> \ ' T.B.E r T.B.E. <br /> 5/8 GYP.-FASTEN PER SHEAR • <br /> WALL SCHEDULE(TYP.) `—CEILING PER ARCH. ^ CEIUNG PER ARCH. <br /> SECTION 01 SECTION 02 SECTION 03 SECTION 04 <br /> 1�2��-1�-0° szsz 1/2��=i�-o° s212 1/z°=1�-0° szsz 1�2��-1�-0° s21z <br /> SIMPSON A34(SEE � SIMPSON H3 HURRICANE TIE-(OR EQ) <br /> SHEARWALL SCHED.) ATTACH PER MANUF. RECOM. <br /> � PRE-FAB WOOD TRUSS PER PLAN ROOF FRAMING PER PLAN(TYP.) <br /> 2x4 BRACE W/51MPSON LU24 EA.END TRUSS , <br /> ROOF SHEATHING PER PLAN PRE-FAB WOOD TRUSS PER PLAN(TYP.) 10d NAILS @ 6"O.C. <br /> ROOF SHEATHING PER PLAN 10d NAILS <br /> (3)16d NAILS @ 4"O.C. 2X FRAMING PER PLAN ROOF SHEATHING PER PLAN <br /> , 10d NAILS @ 6"O.C. <br /> � (2)2x TOP PLATE <br /> FULL LENGTH OF TRUSS 2x CONT.W/(2) � 2x4 STUDS @ 16"O.C. <br /> 16d NAILS @ <br /> 2x6 BRACE EA.JOIST ROOF SHEATHING PER PLAN <br /> I <br /> SIMPSON GBC (2)2x TOP PLATE 2x BLOCKING @ Project Name <br /> EVERY OTHER JOIST _ <br /> � SPACE-TOENAIL WOOdS I�II�I <br /> ' � EA.END <br /> - - - --- - _ ----- _ --- - - - - - - - - - P 9 <br /> GABLE END TRUSS � SU ItP.S <br /> 1 �- SECTI ON �6 W/INFILL VERTi I� CONT.2x4 PLATE W/16d Si natu re � <br /> FRAMING @ 16 SPA. g <br /> 1 1 1/2"=1'-0" 5212 T.O.W. NA(LS @ 6"SPA. <br /> (2)16d @ EA.VERT. PER ARCH. � <br /> &WEB MEMBER ' ' '� 1 1/4"x16°CONT. Project Address <br /> , � 8"CMU BOND BEAM . � RIM BOARD(TYP.) 7707 Broadway <br /> ' W/ (1)#5 CONT. <br /> SIMPSON A34(SEE SiMPSON L628 JOIST SIMPSON H3 HURRICANE TIE(OR <br /> Everett, WA 98203 <br /> SHEARWALL SCHED.) HANGER(pR EQ.) _ - EQ.)@ EA.101ST(TYP.) <br /> � -FASTEN PER � ` � _ - <br /> <,_ <br /> TRUSS MAN;F.RECOM. i i �2X6 BRACE @ 8'-0"O.C. (MAX.) =.: CONT.TREATED 2x6 W/1/2"� <br /> S2�1z � TYP' � � 12-00' MIN. SCREW ANCHOR @ 2'-0°SPA.(TYP.) <br /> � ` - ' CLEAR ABOVE-4TH <br /> T.B.E. � � -- 8°CMU MASONRY WALI-REINF.W/#5 <br /> _ i \ ' FLOOR(VERIFY W/ VERT.@ 48"HORIZ.SPA.-PROVIDE 9 GA. <br /> � <br /> � � CEILING PER ARCH. CEILING PER ARCH. ELEVATOR SUPPLIER) <br /> � ��, - BED JOINT REINF.@ 16°VERT.SPA.- <br /> I I � ' W6x20 HOIST BEAM <br /> GROUT REINF.CELLS SOLID(TYP.) CLIENT LOGO ' <br /> I I --- --- \\�—(2)2x TOP PLATE . <br /> T.B.E. � I I <br /> � � 2x6 BRACE PRE-FAB WOOD TRUSS PER PLAN 06 < "., `` <br /> � � 5212 �SIM.) `/ <br /> � CEILING PER ARCH. CONT.2x12(MAX.) �-.' '' �/ <br /> PRE-FAB WOOD TRUSS PER PLAN �--(2)2x TOP PLATE SIMPSON GBC _ \/ <br /> 2x WALL FRAMING PER PLAN WOODSPRI NG <br /> 2X6 BRACE @ 8'-0"O.C.(MAX.) APA RATED SHEATHING PER �`—(2)2x TOP PLATE <br /> SHEAR WALL SCHEDULE-FASTEN 16d NAILS @ <br /> SM <br /> PER SHEAR WALL SCHEDULE 6"O.C. � S U I T E S <br /> AN EXTENDED STAY HOTEL <br /> SECTION 05 SECTION 07 SECTION OS SECTION 09 <br /> �!2"�1�-0�� sz12 11/z��=1�-0° s21z 2�2��-1�-0�� 5212 1/2��=1�-0�� s2i2 <br /> Project Manager: <br /> PRE-FAB BL . <br /> WOOD TRUSS Checked By: <br /> SIMPSON H3 HURRICANE TIE-(OR EQ) PER PLAN <br /> ATfACH PER MANUF.RECOM. 10 <br /> 10d NAILS @ 4"O.C. 2x4 @ 24"SPA. 5211 <br /> ROOF Drawn by: <br /> )M <br /> SHEATHING PER oocument date: <br /> ROOF SHEATHING SIMPSON LU24-INSTALL �_________________.\ PLAN <br /> PER PLAN(TYP.) PER MANUF.RECOM. I - - <br /> I I 05/12/2015 <br /> 2x CONT.W/ I I <br /> I I Project No. <br /> (2)16d NAILS � <br /> @ EA.JOIST � � GIRDER TRUSS <br /> 31000034 <br /> _ �------ ----- --i PER PLAN <br /> 10d NAILS @ 4" 2x BLOCKING @ EVERY <br /> SPA.IN 2x OTHER TRUSS SPACE- Project Phase <br /> BLOCKING TOE NAIL EA.END <br /> CITY PLAN REVIEW . <br /> 2x BLOCKING @ EVERY 2x6 BRACE @ PER ARCH. <br /> OTHER JOIST SPACE- PER ARCH. 24°SPA.— <br /> TOE NAIL EA.END � � Professional Seal <br /> SIMPSON H3(OR <br /> 01 __ EQ.)@ EA.END OF <br /> S212 � � BRACE <br /> I <br /> I I <br /> I I ,��y,� �,�� <br /> GABLE END TRUSS 1 � <br /> W/INFILL VERT. � � CEILING PER ARCH. ���� i � <br /> � � � �� ���r �� �t <br /> FRAMING @ 16' SPA. �_ _ _,_.� (2)2x TOP PLATE .�� -' <br /> PRE-fAB WOOD TRUSS CEILING PER ARCH. �� �'�� �� ��`P. <br /> tq 4 <br /> PER PLAN(TYP.) 16d NAILS @ 4"SPA.IN TRUSS BOTTOM CHORD � �.-��' '��;���,� <br /> �, 7�dl:is� , <br /> (2)2x TOP PLATE EXTERIOR FINISH � ��' �� t.� <br /> � �'�,�.,,,� �,��� <br /> �_ TRUSS HANGER PER TRUSS MANUF. ������'��Z <br /> 2x WALL FRAMING PER PWN PER ARCH, � � � <br /> EXTERIOR FINISH PER ARCH. <br /> 1/2"OSB SHEATHING 2x WALL FRAMING PER PLAN � ' <br /> �5/8 GYP.-FASTEN PER SHEAR 1/2"OSB <br /> FASTEN PER SHEAR WALL -����. � � � '�� <br /> WALL SCHEDULE(TYP.) SHEATHING FASTEN 5/8 GYP.-FASTEN P�R SHEAR WALL <br /> �Ip U(���C}h L Sheet Title <br /> SCHEDULE PER SHEAR WALL SCHEDULE(TYP.) R `, �'� <br /> scHEou�E �� E N G I N E E R S FRAMING DETAILS <br /> � BSE Structural Engineers lLC <br /> - S E CT I O N 10 S E CT I O N 11 11320 4Vest 79th 5treet Sheet No. <br /> 1/2"=1'-0" 5212 1/2°=1'-0" 5212 Lenexa,Kansas 66214 <br /> Phone 413.492.7400 <br /> www.BS Estructu ral.com <br /> � BRR Original printed on recycled paper . <br />