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PROVIDE SIMPSON IUS3.56/16 TJI <br /> B � R � R <br /> HANGER @ EA.TJI @ NEADER- <br /> ATTACH PER MANUF.RECOMM.(TYP.) <br /> a � chutectu � e <br /> I (3)1 3/4"X 16"2.OE LVL HEADER <br /> PROVIDE 2x6 FRAMING @ 16" Architect of Record: <br /> � SPA.FOR VESTIBULE ROOF � I BRR architecture,Inc. <br /> Kansas ciry 6700 Antioch Plaza <br /> 03 Bentonville SUlte 300 <br /> a 04 Pnoen�x Merriam,KS 66204 <br /> I F— � � I � SZ15 I . . San Frandsco . <br /> �215 I . . . . Philadelphia <br /> ' atlanta pax:913 262 9044 <br /> Miami <br /> PROVIDE TRIPLE RIM � !i <br /> BOARD @ BEAM � 5/8 GYP.-FASTEN PER SHEAR Consultants <br /> LOCATION j � WALL SCHEDULE(TYP.) <br /> � CONSULTANT LOGO <br /> PROVIDE(3)2x BRG. � <br /> 2x WALL FRAMING PER PLAN <br /> STUDS @ BEAM � <br /> BRG.LOCATION a — � I 2x CONT.SILL PL 1/2"OSB SHEATHING FASTEN <br /> o ' PER GENERAL NOTES <br /> "' CONC.TOPPWG PER PLAN <br /> 02 - <br /> 5215 � VESTIBULE WALL BELOW- � PROVIDE(5)2x BRG.STUDS @ PROVIDE(5)2x BRG.STUDS @ <br /> CONT.2x FRAMING TO HEADER BRG.LOCATIONS DOUBLE TJI BRG.LOCATIONS (4)10d NAILS RIM BOARD PER PLAN <br /> �' MAIN BUILDING WALL <br /> TYP. � 2x8 @ 2'-0"MAX SPA. � PROVIDE(3)2x BRG.STUDS <br /> a � GRID <br /> a @ BEAM BR6.LOCATION , <br /> SHEATHING PER PLAN ROOF SHEATHING <br /> � <br /> �, o I � "' FLOOR FRAMING WOOD 101ST PER PLAN <br /> X r;, 3/4"APA RATED STRUCTURAL 1 0 —o N �PROVIDE TRIPLE RIM BOARD � <br /> `" @j SHEATING T&G.FASTEN PER _"' N X @ BEAM LOCATION(TYP.) PER ARCH. PER ARCH. PER PLAN <br /> N <br /> °x° i GENERAL NOTES.SPAN SHEETS PERP. °,-,° � BLOCKING <br /> `" TO FRAMING&STAGGER 101NTS. _" N NOTES: PER ARCH. � ' ��_ <br /> BLOGKING AS REQ'D I Co <br /> � —\ � / pyright Notice <br /> I 7"x 18"2.OE PSL� I � � 1.)$EE DRAWING 5200 FOR GENERAL NOTES,SYMBOLS LEGEND, �ROOF SHEATHING PER PLAN ��'� This drawing was prepared for use on a specific <br /> MATERIALS LEGEND,&ABBREVIATION LIST. TOP OF BEAM � �r site contemporaneousy with its issue aate and <br /> - - it is not suitable for use on a different project <br /> PER/aRCH. � � f site or at a later time.Use of this drawing for <br /> , ,i 1 2.) REFERENCE DRAWINGS S210 FOR TYPICAL FRAMING DETAILS. � ', reference or example on another project <br /> '� � 2X4 @ 2-0 MAX SPA. '� requires the services of properly licensed <br /> Q�� � architects and engineers.Reproduction of this <br /> -1-�0 � }�O 3.)SEE DRAWING 5201 FOR ISOMETRIC VIEW&5202 FOR FULL � � drawing for reuse on another project is not <br /> �p to authorized and may be contrary to the law. <br /> " � � �� � BUILDING SECTIONS. <br /> CEILING PER ARCH. <br /> CONT.2x8 Issues&Revisions <br /> 4.)REFERENCE ARCHITECTURAL DRAWINGS TO VERIFY SIZE& � � WOOD BEAM PER PLAN (VQ, DATE DESCRIPTION ' <br /> 05 a 06 } � � LOCATIONS OF ALL ROOF&WALL OPENINGS. SIMPSON THA1-2 MAX.HANGER- <br /> 215 � 5215 ~ ROOF FRAMING a nooa� 12178/15 <br /> � PER PLAN ATTACH PER MANUFACTURERS <br /> i I i RECOMMENDATIONS <br /> Q W = � ER PLAN AM —(2)2x CONT.TOP PL. <br /> � °� � � m � � EXTERIOR FINISH PER ARCH. <br /> � Q p Q 2x FRAMING PER PLAN <br /> a � � <br /> i � a I � °' I SIMPSON LUS210 JOIST HANGER <br /> � 29'-6" I <br /> i (OR EQ.)ATTACH PER MANUF. <br /> RECOMM.(TYP.) <br /> I �71/4" � � � �� 71/4" � <br /> PER ARCH. � 17-2 1/2" 13-6 PER ARCH. <br /> I <br /> 10 11 12 <br /> CANOPY FRAMING PLAN 01 SECTION 02 SECTION 03 <br /> 1/4"=1'-0" 5215 PER ARCH. 3/4"=1'-0" S215 3/4"=1'-0" 5215 <br /> PER ARCH. <br /> BLOCKING ROOF SHEATHING Project Name <br /> 5/8 GYP.-FASTEN PER SHEAR PER ARCH.----�___� I PER PLAN W ood S p r i n g <br /> WALL SCHEDULE(TYP.) <br /> 2x WALL FRAMING PER PLAN (2)16d NAiLS x —x x x x x x x x - x x x <br /> (TYP.) S U IteS <br /> 2x CONT.SILL PL 1/2"OSB SHEATHING FASTEN % � Sig natu re <br /> PER GENERAL NOTES <br /> CONC.TOPPING PER PLAN <br /> CONT 2x PER PLAN Project Address <br /> (4) 10d NAILS o 0 <br /> PER ARCH. 4'-0"MIN. 7707 Broadway <br /> RIM BOARD PER PLAN 2x PER PLAN o o Everett, WA 98203 <br /> SHEATHWG PER PLAN <br /> ROOF SHEATHING ROOF SHEATHING <br /> FLOOR FRAMING BLOCKING PER PLAN . <br /> PER PLAN � WOOD BEAM <br /> PER ARCH.— ROOF FRAMING 2x BLOCKWG(TYP.) <br /> -- - - - - I PER PLAN PER PLAN <br /> � � - x x x x x . . <br /> � I <br /> �•B•E• CLIENT LOGO ', <br /> SIMPSON CCT-ATfACH PER 8 `, <br /> MANUFACTURERS `� <br /> RECOMMENDATIONS � (1)8d NAIL EA. <br /> �2x PER PLAN SIDE(TYP.) \/ <br /> CONT.2x PER PLAN —CONN.2x4 FRAMING TO 2x8 <br /> W/(2)10d NAILS 2x4 FRAMING FRAMING W/(2)16d NAILS @ 6"SPA. WOODS PRI NG <br /> SIMPSON LUS210 JOIST HANGER OR EQ.) � PER PLAN <br /> ATTACH PER MANUF.RECOMM.(TYP.) <br /> �(2)2x CONT.TOP PL 2X8 FRAMWG PER PLAN �T� <br /> CEILING PER ARCH. �—EXTERIOR FINISH PER ARCH. � SIMPSON LU28(OR EQ.)JOIST HANGER AN EXTENDED STAY HOTEL <br /> � -ATTACH PER MANUF.RECOM. <br /> 8 <br /> WOOD BEAM <br /> � STONE WALL PER PLAN <br /> PER ARCH. Project Manager: <br /> BL <br /> ' Checked By: <br /> Drawn by: <br /> POST PER PLAN �M <br /> � Document date: <br /> 05/12/2015 <br /> Project No. . <br /> 31000034 <br /> Project Phase <br /> CITY PLAN REVIEW <br /> Professional Seal <br /> � <br /> SECTION 04 SECTION OS SECTION 06 ��� . ���� <br /> 3/4"=1'-0" 5215 3/4 -1-0 5215 3/4'=1'-0" 5215 �,� �#7�{�',�„���ft • <br /> t ` �'��� <br /> �'+` ��`,;`,� �F <br /> ��,,�,z� <br /> ��,a <br /> � �.,tr <br /> � <br /> `F;3'i`a r21 <br /> '��v����'l53�,`�`��� <br /> ��������� <br /> �a�;�� ��� <br /> �� ���� <br /> ����r���['��� SheetTitle <br /> �� E N G I N E E�R S CANOPY FRAMING PLAN <br /> AND DETAILS <br /> BSE Structural Engi►tieers ltC • <br /> 11320 West 79th Street Sheet No. <br /> Lenexa,Kansas 66214 <br /> Phone 913.442,7400 <br /> wvuw.85Estructurai.cnro <br /> � BRR Original printed on recycled paper <br />