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B � R � R <br /> � � c h n t e c t u P e <br /> Architect of Record: <br /> BRR architecture,Inc. <br /> Kansas ciry 6�00 Antioch Piaza • <br /> � � . . . . eentonville Sulte 300 � <br /> pnoenix Merriam,KS 66204 <br /> San Francisco <br /> Philadelphia <br /> �6 GRID �R�p ntlanta T81:913-262-9095 <br /> Miami <br /> 5214 5/8 GYP.-FASTEN PER 5/8 GYP.-FASTEN PER Fax:913-z62-9o44 <br /> SHEARWALLSCHEDULE {TYP.)� SHEARWALLSCHEDULE (TYP.) <br /> Consuitants <br /> 2x WALL FRAMING PER PLAN 2x WALL FRAMING PER PLAN <br /> CONSULTANT�OGO <br /> — — 2x CONT.SILL PL. 2x CONT.SILL PL.(TYP.) <br /> �� �� <br /> �� I� � I I <br /> i I <br /> (4)2X12 FIRE TREATED <br /> CONC.TOPPING PER PIAN CONC.TOPPING PER PLAN � 2x WALL FRAMWG PER PLAN <br /> 2x8 @ 16"SPA. <br /> 1/2"�b THRU BOLT W/OVER- <br /> 04 SHEATHWG PER PLAN � SHEATHING PER PLAN I SIZED WASHER EA. END SIMPSON CS18 x 2'-6"LONG @ <br /> �� �� ' <br /> � 5214 1/2"�THRU BOLT W/OVER- <br /> (4)10d NAIL5 @ BLOCKING SIZED WASHER EA.END @ 48"SPA. i <br /> 03 PLUS(1)BEAD OF ADHESIVE ( �a 4g"$pq, PLUS(1)BEA O F DHESIVE I ALT.-SIMPSON SDWH1900D6(OR _\ i EA.STUD-CENTER ON PLATES <br /> EQ.)@ 16 SPA. 2x CONT.SILL PL. &FASTEN W/(22)10d NAILS <br /> 5214 I � � ALT.-SIMPSON SDWH1900D6(OR ' <br /> F.F.E. EQ.)@ 16"SPA. F.F.E. MA COOD ATHING—��_. I <br /> �� {� 05 ,�._ _.�.m _h.�.__._. .... . m .. i.._.F _ � <br /> � I S214 I Copyright Notice <br /> 1 3�4"X 11 1�4"1.9E LVL$TRINGER � � � This drawing was prepared for use on a specific <br /> II � (2�2X CONT.TOP PL.— site contemporaneously with its issue date and <br /> 3 PER STAIR STAIR LANDING PER PLAN it is not suitable for use on a different project <br /> I ( � I (2�2X CONT.TOP PL(TYP.� site or at a later time.Use of this drawing for <br /> F.F.E.=PER PLAN i reference or example on another project <br /> I I � requires the services of properiy licensed <br /> 3�4"LIGHTWEIGHT CONC.TOPPING ON � � � architects and engineers.Reproduction of this <br /> 3/4"APA RATED STRUCTURAL 1 SHEATHING TO LANDING OR F.F.E. drawinq tor reuse on another project is not , <br /> �STAIR TREAD PER ARCH. authorized and may be mntrary to the law. <br /> I� II ___ <br /> PERARCH. ---- _1: mm_ . --- r <br /> I T&G(TOTAL THICKNESS=1 1/2").FASTEN Issues&Revisions <br /> PER GENERAL NOTES-SPAN SHEETS PERP. 2x8 BLOCKING @ 4'-0"SPA. I FLOOR FRAMING PER � x x <br /> �Z I I TO FRAMING&STAGGER 101NTS.(TYP.) PLAN(TYP.) <br /> x N�O. Ao��yTE 12„„SDESCRIPTION <br /> 2x8 BLOCKING @ 4'-0"SPA. � 1/2"�THRU BOLT W/OVER- x x <br /> 5214 � II FLOOR FRAMING PER PLAN(TYP.) SIZED WASHER EA.END <br /> 2x8 @ 16"SPA. <br /> - SIMPSON L628 JOIST HANGER(OR EQ.) I SIMPSON L628 JOIST HANGER(OR EQ.) ( � @ 48"SPA. --- <br /> (4)2X12 FIRE TREATED -FASTEN PER MANUF.RECOM.(TYP.) -FASTEN PER MANUF.RECOM.(TYP.) ALT.-SIMPSON SDWH1900D6(OR <br /> �� �) <br /> � (2)2x CONT.TOP PL. <br /> EQ.)@ 16"SPA. FRAMING PER PLAN <br /> � � I 08 <br /> LVL STRINGER PER PLAN <br /> TO LANDING OR F.F.E. 5214 BEAM PER PLAN <br /> II II EXTERIOR FINISH PER ARCH. <br /> J� �� <br /> PER ARCH. I <br /> -- —— —--- — I . .'f' <br /> � <br /> 07 I � <br /> 5214 FRAMING PER PLAN 1/2"OSB SHEATHIN6 FASTEN <br /> PER SHEAR WALL SCHEDULE <br /> NOTES: I <br /> pg BEAM PER PLAN I <br /> 1.)SEE DRAWWG 5200 FOR GENERAL NOTES,SYMBOLS LEGEND,MATERIALS 5214 <br /> LEGEND,&ABBREVIATION LIST. � I <br /> 2.)REFERENCE DRAWING 5210 FOR TYPICAI FRAMING DETAILS. <br /> 3.)SEE DRAWING 5201 FOR ISOMETRIC VIEW&S202 FOR FULL BUILDING <br /> SECTIONS. <br /> 4.)REFERENCE ARCHITECTURAL DRAWINGS TO VERIFY S�ZE&LOCATIONS OF � <br /> ALL ROOF&WAIL OPENINGS. <br /> TYP. STAIR FRAMING PLAN 01 02/S214 02 03 S214 03 04/S214 04 <br /> 1/4"=1'-0" 5214 3/4"=1'-0" S214 3/4"=1'-0" 5214 3/4"=1'-0" 5214 Project Name <br /> WoodSpring <br /> Suites <br /> Signature <br /> � Project Address <br /> 8 <br /> 7707 Broadway <br /> - 5/8 GYP.-FASTEN PER 2x CONT.SILL PL. 2x WALL FRAMING PER PLAN Everett, WA 98203 <br /> 1/2"Q1 THRU BOLT W/OVER- SHEAR WALL SCHEDULE(TYP,) � <br /> SIZED WASHER EA.END PLYWOOD TO <br /> @ 48 SPA. MATCH SHEATHING <br /> ALT.�SIMPSON SDWH1900D6(OR Zx WALL FRAMING PER PLAN SIMPSON CS18 x 2'-6"LONG @ EA.STUD- <br /> EQ.)@ 16"SPA. (2)2x CONT.TOP PL. CENTER ON PLATES&FASTEN W/(22)10d NAILS <br /> 2x CONT.SILL PL. <br /> 2x WALL FRAMWG PER PLAN (2)2x CONT.TOP PL CONC.TOPPING PER PLAN 1/2"�THRU BOLT W/OVER- - STRINGER PER PLAN <br /> ' SIZED WASHER EA,END <br /> SHEATHING PER PIAN <br /> @ 48"SPA. <br /> CLIENT LOGO <br /> 2x CONT.SILL PL � ALT.-SIMPSON SDWH1900D6(OR `, <br /> S�MPSON CS18 x 2'-6"IONG @ EA.STUD 8 „ -PROVIDE STUD <br /> PLYWOOD TO -CENTER ON PLATES&FASTEN W/(22) EQ.)@ 16 SPA. <br /> STAIR LANDING PER ARCH. EA.SIDE OF BEAM \% <br /> MATCH SHEATHING 10d NAILS STAIR LANDING PER PLAN \/ <br /> F.F.E TO LANDING OR F.F.E. <br /> ., s .� _. _ ._,�- . __ < �. _--- ---_ ,�:- -- -- <br /> � - - - �� - - —_- PER ARCH. � �_ � <br /> 1/2"�b THRU BOLT W/OVER- `I (4}BRG.STUDS WOO DS P R I N G <br /> (2)2x CONT.TOP PL. SIZED WASHER EA.END I I EXTERIOR FINISH PER ARCH. � , S U I T E S SM <br /> @ 48°SPA. <br /> ALT.-SIMPSON SDWH1900DB(OR 2x BLOCKING FRAMWG PER PLAN <br /> AN EXTENDED STAY HOTEL <br /> EQ.)@ 16"SPA. FRAMWG PER PLAN(TYP.) <br /> SIMPSON LSSU210 1/2"OSB SHEATHING-FASTEN SIMPSON L628 JOIST HANGER(OR EQ.) <br /> STAIR TREAD PER ARCH. SIMPSON LB28 JOIST (4)10d NAILS @ BIOCKWG <br /> HANGER OR EQ. �___ PER SHEAR WALL SCHEDULE -FASTEN PER MANUF.RECOM.(TYP.) PLUS(1)BEAD OF ADHESIVE <br /> TO LANDING OR F.F.E. ( � BEAM PER PLAN(TYP.) <br /> Project Manager: <br /> -FASTEN PER MANUF. <br /> Checked By: <br /> BEAM PER PLAN TYP. BL <br /> PER ARCH. RECOM.(TYP.) <br /> STRINGER PE PLAN <br /> EXTERIOR FINISH PER ARCH. HEADER PER PLAN �-BEAM PER PLAN Y� <br /> Drewn b <br /> JM <br /> Document date: <br /> LVLSTRINGER PER PLAN \—P�USO(1)BEA OBADHEISIVE OS/12/2015 <br /> 1/2"OSB SHEATHING-FASTEN <br /> PER SHEAR WALL SCHEDULE Project No. <br /> 31000034 <br /> Project Phase <br /> CITY PLAN REVIEW <br /> ProfessionalSeal <br /> ���� ' <br /> ��'� * � ��- <br /> ������5�r �i K� <br /> � �,� �,t: <br /> �� � ���{��� �a. <br /> 4� � ` <br /> OS S214 05 06/S214 06 07 S214 07 08 S214 08 .��-��'� <br /> 3/4"=1'-0" 5214 3 4"=1'-0" 5214 3 4"=1'-0" 5214 °_ �_ ° �, ���' .,'�� <br /> / / 11/2 i o szi4 �� ��� � <br /> ��y�: � <br /> ��.�t���. <br /> � <br /> � i� <br /> ���a�. _� <br /> t+�p'r��U�}/�� Sheet Title <br /> �� E N G I N E E R S WOOD STAIR FRAMING ' <br /> PLAN AND DETAILS <br /> BSE Structural Engineers LLC <br /> 1 i 320 West 79th Street Sheet No. <br /> Lenexa,Kansas 65�14 <br /> Phone 913.492.7400 <br /> www.SS Estructu ra I.tz�m <br /> � BRR Original printed on recycled paper <br />