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B � R � R <br /> � a � cnotectu � e � <br /> Architect of Record: ' <br /> BRR architecture,Inc. <br /> Kansas City 6700 AntiOCh Plaza <br /> � � � Benromilie Suite 300 ' <br /> Pnoenix Merriam,KS 66204 <br /> � � San Franclsco <br /> . � � . � � � . Philadelphia � <br /> ANanta T21:913-262-9095 <br /> 1 2 3 4 5 �6 7 8 9 10 11 12 13 14 15 16 17 18 19 <br /> Miami Fax:913-262-9044 <br /> Consuitants <br /> I 243'-3 1/8° <br /> � I I I I I I I I I I I I I I I I I <br /> CONSULTANT LOGO <br /> � 9'-115/8" � 13'-6" � 13'-6" I 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-6° � 17'-21/2" � 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-7" I <br /> 1 I I I I I I I I I I I I I I I I I � <br /> I <br /> � I QZ <br /> i i i i i i i i i i 5202 � i i i i i i i <br /> I <br /> I <br /> I I I I I I I I I I I � I I I I I I <br /> I <br /> � � I l � I � � I I H2 H2 � � I t I I � I � <br /> EXTERIOR LOAD BEARING WALL � BRNGI STUD�EA�END � <br /> I � � � 01 01 � t 2x6 @ 16"SPA.(TYP.) i (TYP.) ' i � �n I 01 i I i I I i <br /> 5211 � Copyright Notice <br /> 5211 S20 01 <br /> I I I I I � HZ �"�2 W H2 (-�Z f{2 "� f-{2 H2 This drawing was prepared for use on a specific <br /> I $211 I I I I �1 site contemporaneously with its issue date and <br /> it is not suitable for use on a different ro ect <br /> �.�2 I w �..�2 HZ W H2 W H2 � 8 II H2 W fi2 W F{Z W 5214 site or at a later time.Use of this drawing�for <br /> H2 _______ reference or example on another project <br /> I I �I lil I�I � 16°TJI 230 � i III I I I � \� aechitectsh ndeenlg neers rReprod'uction of this <br /> drewing for reuse on another project is not <br /> @ 16� $PA. authorized and may be contrary to the law, <br /> I � II � II ' II I II � <br /> I � III �I ��I II II �� I I I I 3 � III (I I!I I� I I�I I <br /> , I I I Issues&Revisions <br /> � 16"TJI 360 @ 24"SPA� � ( �� �� 16"TJI 360 @ 16"SPA.� � ( 16"T11 560 06 �) (I 16"TJI 360 @ 16"SPA.�� �� 16°TJI 360 @II 24"SPA. II � � N�. DATE DESCRIPTION <br /> � � � I �II I I � III I I II) I I I ( I e nooa� �tiians <br /> 04 1 II 3 3 2 1 �f 3 3 II 3 3 3 II @ 10' SPA. I i,l �� i � 3 � 1 i <br /> 5211 � �f: TYP. �� � 3 INTERIOR LOAD BEARWG WALL 3 II 3 3 3 3 I I <br /> I � � n- � I�� ��� � �I) �'2x6 @ 24"SPA. I 5 / �� (2)2x4 @ 16 SPA.(TYP.) �I� � ��� � �� j �� j <br /> � \ �� <br /> TYP. I S2 1 ( I � I I I I I� I � <br /> � _ .p � I H1 IiI H1 � � �� � A S 11 �� \ I I I {, �� +, I H1 �II H1 � �, � I� A �_ <br /> O H1 H1 H1 8 H1 H1 H1 I i H3 H1 H5 H1 H1 H1 -�I�- H1 <br /> - _ --- - --� � - --� J`�--— ��_�— - - J I_ - - J��=-- -- - - — -�l- -- - � -- - --�- -•--, _� H 1 — � <br /> H5 I I I I � <br /> �7 INTERIOR LOAD BEARING WALLI 2x8 @ 16"SPA. _ • <br /> S211 = H1 a i, (2)2x4 OR(1)3x4 @ 16°SPA.(TYP.) ,p � 8 � � � � A �-+ 07 <br /> - - - - - i i i i i i i i i -� ry <br /> — �r.s-- = r��___�__—- - -��- - c� �=t- � H 5 -'—�.g. --m�a- -�a- - T— - 5211 <br /> O��; (iIl H1 � H1 � H1 --� �- H1 i H1 H1 H1 i H5 H5 � � 7 � H1 H1 � H2 - --� -�- H1 Fi1 <br /> , ( ( I I , II � � � II I I II( I I I I I H1 H1 �� � <br /> ��� �� �� II I � 2'6 @ 24"SPA. �� � � <br /> I I � I� (� � � � � �� I �� <br /> I i ��I I I I�I �I� I I (II II S2 3 I � � I �I III Z � �a � TYP. <br /> � II� II � � lIJ II � � I i o3 I I (I ° s ii � I ' <br /> I 1 I I i�l I I� 21 � � 2 I �I� �� 1 04 <br /> � �� 3 �i 3 i 3 'il 3 Ii 3 � 3 yi� 3 I� 3 �i 3 I� 3 Ii 3 i 3 TYP. I�� 3 i 3 � 3 5211 <br /> j �j ��� ( �) � � �� �� �I� � <br /> II I 16"T11 360 @ 24"SPA.I 16"TJI 360 @ 16"SPA. 16"T11 560 @ 16"SPA. 16"TJI 360 @ 16"SPA. I I 16"TJI 360 @ 24"SPA.I I <br /> 5214 j �I II� III I I I I�I I I I�� I � I II III � I I I <br /> I il I I I I ( I I I 2x6 @ 24"SPA. I I� �� I �( � <br /> �'---------'� H2 � ' ' i , , -� - - - - - - - - ; I _ I I <br /> �� � � � <br /> ♦ <br /> , m H2 H2 �c,.� H2 m H2 I - - - -I i � H2 m H2 m H2 H2 m H2 � <br /> �� <br /> I <br /> j <br /> I I I I I I I HZ m � H2 � H2 I 2 'm H2 � EXTERIORtOAD BEARING WALL � � 01 � � <br /> 01 I H5 - � 1 2x6 @ 16"SPA.(TYP.) I 5211 i <br /> I 1 01 � i <br /> f I I I S212 � „ I I I � I I I � I I I I I I Project Name <br /> F.F.E.=109'-6 5/8 � � -I � 5211 � <br /> 3/4°LIGHTWEIGHT CbNC.TOPPING ON I j <br /> 3/4"APA RATED STR�CTURAL 1 SHEATING (3)1 3/4"x16°LVL WoodSpri ng <br /> i i i t i i I -� i r i „ i i i i i Su�tes <br /> T&G(TOTAI THICKN SS=1 1/2").FASTEN � IN RIM BOARD � � � ' (2)16 TJI 560 W/(5j� i <br /> PER GENERAL NOTES-SPAN SHEETS PERP. � SPACE � � � BRNG.STUDS EA.END <br /> _ , <br /> Signature <br /> I i I 1 I I TO FRAMING&STAGGER JOINTS. i i � - <br /> I =--__- ----- ----- I (2)16"T11560-ATTACHTOHEADERW/ i � i i <br /> I ��__I ________________�_____________� � SIMPSON HU414-2 TJI HANGER(OR EQ.)- <br /> i I i i � t i � � r i I ATTACH PER MANUF.IRECOMM.(TYP.) I I I . <br /> ProjeCt Address <br /> i <br /> � 7707 Broadway <br /> AITACH DOUBLE T11 TO HEADER W/ Everett, WA 98203 <br /> � � i � i i � i I I i � 01 i SIMPSON HU414-2 TJI HANGER(OR EQ.)- � � I i <br /> 5215 ATTACH PER MANUF.RECOMM.(TYP.) i <br /> 9'-115/8° 13'-6" 13'-6" 13'-6�� �� � �� �_ �� �� �� �� � � �� ( I <br /> � 13'-6 13-6 13 6 13'-6 13'-6 � 17'-2 1/2 � 13-6' 13'-6 13'-6° 13'-6" 13'-6° Z3'-6" 13'-6" 13'-7" <br /> � � <br /> I I I I I I I I I I I I I I I I I I <br /> I I I I <br /> 1 2 3 4 CLIENT LOGO <br /> 5 6 7 8 9 10 11 1� <br /> 12 13 14 15 16 17 18 <br /> 19 `� <br /> \ <br /> / <br /> \/ <br /> WO�DSPRING <br /> SUITES=" <br /> 3/4"APA RATED STRUCTURAL 1 <br /> SHEATING T&G.fASTEN PER AN EXTENDED STAY H�TEL <br /> GENERAL NOTES.SPAN SHEETS PERP. <br /> TO FRAMING&STAGGER JOINTS. <br /> 09 10 Project Manager: <br /> BL <br /> S211 5211 <br /> Checked By: <br /> E D E <br /> H A ER B AM SCHEDULE . <br /> / <br /> 12 <br /> Drawn by: <br /> MARK SIZE BEARING STUDS ALT.SIZE • <br /> (2)2x8 EA. (2)2x8 EA. S211 H1 (2)2x12 W/1/2"PLYWOOD SPACERS (3)2x4 1 3/4 x 5 1/2 13E LSL �M <br /> SIDE OF PIPE SIDE OF PIPE �ocument date: <br /> 1 1/8" H2 (3j 2x10 W/1/2"PLYWOOD SPACERS (3)2x6 1 3/4 x 5 1/2 1.3E LSL 05/12/2015 <br /> H3 (2) 1 1/2 x 13 1/4 1.55E LSl (1)4x8 3 1/2 x 7 1/2 1.3 E L S L <br /> H4 (2)2x8 W/1/2"PLYWOOD SPACERS (2)2x4 3 1/2 x 7 1/2 1.3E LSL Project No. <br /> 1 3/4"x 16°LVL H5 (1)3 1J2 x 16 1.55E LSL (5)2x4 3 1/2 x 7 1/2 1.3E LSL <br /> r -- --� r— — -� r--- 31000034 <br /> ' I I I I I <br /> 11 � I I I p I 1 3/4"x 16°LVL Project Phase <br /> _J L_ J L-___ <br /> S211 CITY PLAN REVIEW <br /> - - - - - - — - -- SHEAR WALL SCHEDULE NOTES: <br /> Professional Seal <br /> SHEAR WALI PANEL EDGE FLOOR-TO-FLOOR CONNECTION AT HOLD DOWN AT 1.)SEE DRAWING 5200 FOR GENERAL NOTES,SYMBOLS LEGEND, ' <br /> , I MARK SHEATHING MATERIAL BLOCKING FASTENING ENDS FOUNDATION HOLD DOWN ANCHORS SILL PLATE ANCHORS MATERIALS LEGEND,&ABBREVIATION LIST. <br /> � 1 15/32"APA RATED BLOCKED 8d @ 6"SPA,PERIM.&12"SPA.FIELD SIMPSON HDU2-SDS2.5 W/(3)2x POST HDU2-SDS2.5 W/(3)2x POST 5/8"�THREADED ROD ANCHORS-ANCHOR USING 5/8"�CdNC.SCREW ANCHOR @ 32"SPA.- <br /> SHEATHING(1)SIDE AHESIVE ANCHORING SYSTEM-EMBED 8" EMBED 2 1/2"MIN. 2.)REFERENCE DRAWINGS S210 FOR TYPICAL FRAMING DETAILS. <br /> � . . <br /> 2 15/32"APA RATED BLOCKED 10d @ 6"SPA.PERIM.&12°SPA.FIELD SIMPSON HDU2-SD52.5 W/(3)2x POST HDU2-SDS2.5 W/(3)2x POST S/8"�THREADED ROD ANCHORS-ANCHOR USING 5/8"¢CONC.SCREW ANCHOR @ 32"SPA.- . ��� � <br /> SHEATHING(1)SIDE AHESIVE ANCHORING SYSTEM-EMBED 8" EMBED 2 1/2"MIN. 3.)SEE DRAWING 5201 FOR ISOMETRIC VIEW&5202 FOR FULL ��������'��j� �. <br /> � BUILDING SECTIONS. � <br /> EQ EQ EQ 3 1$/32"APA RATED BLOCKED 10d @ 4"SPA.PERIM.&12"SPA.FIELD SIMPSON HDU2-SDS2.5 W/(3)2x POST HDUS-SD52.5 W/(3)2x POST 5/8"�THREADED ROD ANCHORS-ANCHOR USING 5/8"Q1 CONC.SCREW ANCHOR @ 32' SPA.- c ��'� � '�� <br /> SHEATHING(1)SIDE AHESIVE ANCHORING SYSTEM-EMBED 8" EMBED 2 1/2"MIN. � � + y� �p <br /> 4.)REFERENCE ARCHITECTURAL DRAWINGS TO VERIFY SIZE& F;��.�� J r <br /> 4 15/32 APA RATED BLOCKED 10d @ 3 SPA.PERIM.&12"SPA.FIELD SIMPSON HDU2-SDS2.5 W/(3)2x POST HDU2-SDS2.5 W/(3)2x POST 5/8"�THREADED ROD ANCHORS-ANCHOR USING 5/8"�CONC.SCREW ANCHOR @ 32"SPA.- LOCATIONS OF ALL ROOF&WALL OPENINGS. '�� �j�(�f��� <br /> SHEATHING(1)SIDE AHESIVE ANCHORING SYSTEM-EMBED 8° EMBED 2 1/2"MIN. � "�""".�I �..` <br /> ENLARGED FRAMING PLAN 02 ��� ~`���� <br /> �, � �s��:�� <br /> ������� a : <br /> 1/4"=1'-0" S204 <br /> �a � : <br /> ���� � <br /> ��- <br /> �I�r'��Up�i SheetTitle <br /> �a R �. <br /> �� E N G I N E E RS 2ND FLOOR FRAMWG <br /> PLAN <br /> N <br /> - BSE Strurtura)Engineers LLf <br /> 2 N D F LOO R F RA M I N G P LA N 01 1132t1 West 79th Street Sheet No. <br /> 3/32"=1'-0" S204 Lenexa,Kansas 66214 <br /> Pfione 913.492.7400 <br /> www SSEstructurai:carn <br /> t� BRR Original printed on recycied paper <br />