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� - <br /> B � R � R . <br /> aP � nut � � cu � e <br /> Architect of Record: <br /> BRR architecture,Inc. <br /> Kansas City 6700 Antioch Plaza � <br /> . � � Bentonvllle SU�tB 300 <br /> anoenix Merriam,KS 66204 <br /> ' � � � . San Fcandsco <br /> Phliadelphia <br /> � ntianta Te1:913-262-9095 <br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 M�am� Fax:913-262-9044 <br /> 19 <br /> Consultants <br /> I I I I f I I I I I I I I I I I I I <br /> CONSULTANTLOGO ' <br /> � 9'-115/8" � 13'-6" y 13'-6° � 13'-6" � 13'-6° � 13'-6" � 13'-6" y 13'-6" 13'-6" � 17'-21/2° � 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-6" � 13'-7" L <br /> � I I I I I I I � � I I I I 1 I � I � <br /> I <br /> I I � I I I I I I I I I I I 1 I I I <br /> -- - - - — - --f- - �- - �-- - - - - - - - -- - - -�- - - - �- - - - - �- - - - - -- - - - -� - - - - - - T - - - f- - - - - - - -f- - - - � <br /> i � � � 01 i � � i i i i � � � i � � i i <br /> � �Z N � <br /> � W S20 5202 � Q <br /> I I I I N 1 I I I I I I I I I E°C-. � I I I <br /> z ° I <br /> � a EXTERIRR LOAD BEARING WALL o Q <br /> I I 2x4 101ST @ 2'-0" I I � Q � 2x6 @ 16"SPA.(TYP.)� � 01 � � � � I I 2x4 101ST @ 2'-0° a �U I I I 2x4 101ST @ 2'-0" <br /> SPA.(TYP.) p � I S212 Y^ SPA.(TYP.) � � SPA.(TYP.) Copyright Notice <br /> � I <br /> a �- H2 - -� -- H2 -- H2 -- -- n -� -- -- HZ -t-- HZ -- �- - H2 � <br /> i i i r"'- � T.B. .=136'-6 3 4' i <br /> ___ _\ N__ __ __ _ _� _ m , _ � _ � � � � v4 r .� _ _ � _ I T,B.E.=136�_6�4�� __ _ _ _ � This drawing was prepared for use on a specific <br /> r- -- -- -- - � . _� , . , � � � — — - — - — t � <br /> _ I I <br /> I H2 H2 NZ � : � _ _ __ — -- — -- j�i i _ 2 H2 _ � t is not uRtable fo�use nta d ffer nt paojectd <br /> � <br /> I <br /> I H2 L � - j H2 01 � �'12 �. = fi2 , site or at a later time.Use of this drawing for <br /> i � =�- - �- — � � --- ' �� — _ � � � ` j m_ - __ - reference or example on another project <br /> T.B.E. 136' 6 3/4' <br /> ' � � i I I I Z 1 II �� !I — "- — -i ' requ�res the services of properiy licensed <br /> � �� \ / � III W6X20 HOIST BEAM � \ / � f � � architects and engineers.Reproduction of this <br /> � ' �' I I I � � � authorized and ma be con[ra to the law. <br /> �i I I � I � drawing for reuse on another project is not <br /> I i I I II I �3 � I � I C I ��I I �I I � � II I Y rY <br /> \ � ( � I PRE-FAB.WOOD TRUSSES @ 2'-0' P ,(TYP.) II <br /> .� �I 16"TJI 230101STS @ �� �, j � Issues&Revisions <br /> j � 24"MAX SPA.-PROVIDE I <br /> i p2 I � � � I I ' DOUBLE EA.S F � I �II� 1 1 � N�. DATE DESCRIPTION <br /> I � ��I � ' 1 i 1 � 1 i 1 GIRDER TRUSS ,� 1 1 � 1 1 � 1 1 � i <br /> sza.z � � � I '� i � o i i � �I ol �rvl� I I�i � � '' �� � � � � � <br /> � � � ' � i � � � li 09 li� PROVIDE DOUBLE 2x8 i� �i� ��� 04 il I <br /> I TYP. i �i i 21 � � i i� <br /> � 3 i �� 21 EA.SIDE OF OPENING I j �: 3 � 21 � I <br /> - <br /> � S 12 � ' � ( �� � �I �� r, r, I S 12 H1 �� H 1 I .-, �r, � � <br /> T.B.E.=136'-6 3/4° � H1 � `�' H1 � N1 � H1 H1 H1 � H1 � H1 � H3 H1 H1 H1 H1 - �-- �� H1 H1 <br /> - _ � - i � __ � -- - -- � �- - - -� ---- - - -�a - - - - --- - _ -136'-6 3/4�� <br /> - � - � <br /> - - <br /> _ _ � <br /> - - � -- -- - - �- - - - - - <br /> - - �- - - _" <br /> _ __ _� __ INTERIOR LOAD BEARING WALL � ��� <br /> _ _ � <br /> -- -- - - -- _ <br /> _ � I I 2x4@16"SPA.(TYP.)- - �- - --j -- --- -- -- -- - -INTERORLOADBEAR -- i- -- - i -- - -- -- - -- -- -- - -- ; <br /> I ING WALL <br /> H1 �� .= � =. _ _ _� _ __ 2x4 @ 16"SPA.(TYP.) I , ' ,-,i <br /> � - - - �- - ^ _ --- -�_ -:- q_---- -`.�__ -=__=, _ _ „ - - - - - -- - - -- � <br /> _ ��__ �- -- - -- , -� - _ _ - : _._ - <br /> N N H � N _ <br /> � H1 H1 - H1 H1 H1 H1 � H1 � H1 H1 H1 H1 H1 H1 �' I TYP. <br /> i H1 H1 � i i i i �i H1 H1 �il i II i <br /> � �,� � ' I <br /> � � �� � � � � TYP. I I I �� 02 � <br /> �I I i" � 5/8"APA RATED STRU TURAL 1 SHEATING ( � � I � <br /> � � �i _ i i I �i OS � iI � i� i � � I ;�� � T&G.FASTEN PER GENERAL NOTES.SPAN i 0 � � 1 II 1 �i 1 � - � 5212 � <br /> � � ' 1 �, 1 2 1 � 1 � 1 S� � � 1 � j, � S H E E T S P E R P.T O F R A f�1 1 N G&S T A G G E R 1 1 � <br /> 52 2 � <br /> � � � � � �i � � � � ��) TYP. ( � � � ; �i TYP. I '. � 101NTS. I ' /`II � <br /> �� I i � �� � I �� �_ �, � � ;�� � 1 � � � _I�� � � � . <br /> � � � I � PRE-FAB.WOOD TRUSSES @ 2 0 SPA.(TYP.)� � � �- � -� I � � <br /> i i i � i i i i � . � <br /> � ' ► � � � � I - � � � ' '� � -!!T = = � �' I' � � � � � � <br /> � � i � I � ; i � � - - - -�� „ , <br /> T.B.E.=136'-6 3/4" -� � � - . _� � I. - � �� � i� I � �� �` -- -- T.B.E.=136'-6 3/4" <br /> � I <br /> -- - `' -- H2 - - --•� H2 ; . - � � -� -- -. <br /> � _ H2 H2 � � H2 � � , � I I H2 � N -' - - - -- - - `_' <br /> _ ._. . I i� � � I � � H2 N H2 w H2 H2 <br /> � � � I <br /> �,, T.B.E. 136 6 3/4 � - - -- � � �� . � T.B.E.=13'6'-6 3/4' � ¢ � <br /> s_ � m ,: s.� . , _ - <br /> � � I I w � I_I - H2 - �- N H2 -� f{2 � - . o � - --- H2 ' 3 --� N -- H2 - � I � N I � <br /> � N � H2 - - N -W H2 � I � o i <br /> � I I I I z - I 10 � 01 a I I I I � ,� 11 � � � EXTERIOR LOAD BEARING WALL � o "' I I <br /> � � } � a S212 2x6 @ 16"SPA.(TYP.) w � � <br /> p c•i S212 5212 ~ � a a Project Name <br /> � @j GIRDERTRUSS z `-" ( "' WoodSpring <br /> i i i i � i i i i i i i � � i i i i i i i <br /> N a �' Sl�l�t@$ • <br /> w <br /> I 1 I I I I I I I I I N I I I I I I I <br /> Signature <br /> � ' <br /> I I I I I I I I I I I I I I I I I I <br /> Project Address <br /> I � <br /> 7707 Broadway <br /> i i i i i i i i i i i i i i i i i i Everett, WA 98203 <br /> I � <br /> � � 9'-115/8° I 13'-6" � 13'-6° � 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" , <br /> � <br /> � I I I I I I I I I I I I I I I I I <br /> I I ( I <br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ,� <br /> CLIENT LOGO <br /> `/ <br /> \/ <br /> \/ <br /> WOODSPRING <br /> SUITESS" <br /> � AN EXTENDED STAY HOTEL <br /> Project Manager: � <br /> HEADER/BEAM SCHEDULE B� <br /> Checked By: <br /> MARK SIZE BEARING STUDS ALT.SiZE <br /> Drawn by: <br /> H1 (2)2x12 W/1/2"PLYWOOD SPACERS (3)2x4 1 3/4 x 5 1/2 1.3E LSL �M <br /> H2 (3)2x10 W/1/2"PLYWOOD SPACERS (3)2x6 1 3/4 x 5 1/2 1,3E LSL <br /> Document date: <br /> H3 (2)1 1/2 x 13 1/4 1.55E LSL (1)4x8 3 1/2 x 7 1/2 1.3E LSL 05/12/2015 <br /> H4 (2)2x8 W/1/2"PLYWOOD SPACERS (2)2x4 3 1/2 x 7 1/2 1.3E LSL <br /> H5 (1)3 1/2 x 16 1.55E LSL (5)2x4 3 1/2 x 7 1/2 1.3E LSL NOTES: Project No. <br /> 1 <br /> 1.)SEE DRAWING SOA FOR GENERAL NOTES,SYMBOLS LEGEND, 31000034 <br /> MATERIALS LEGEND,&ABBREVIATION LIST. <br /> Project Phase <br /> 2.�REFERENCE DRAWING 54.1 FOR TYPICAL FRAMING DETAILS. � <br /> — CITY PLAN REVIEW <br /> SHEAR WALL SCHEDULE 3.)SEE DRAWING 50.1 FOR ISOMETRIC VIEW&FULL BUILDING <br /> SECTIONS. <br /> Professional Seal <br /> SHEAR WALL PANEL EDGE FLOOR-TO-FLOOR CONNECTION AT HOLD DOWN AT <br /> MARK SHEATHING MATERIAL BLOCKING FASTENING ENDS F�UNDATION HOLD DOWN ANCHORS SILL PLATE ANCHORS 4.)REFERENCE ARCHITECTURAL DRAWINGS TO VERIFY SIZE& <br /> 1 15/32"APA RATED BLOCKED 8d @ 6"SPA.PERIM.&12"SPA.FIELD SIMPSON HDU2-SDS2.5 W/(3)2x POST HDU2-SD52.5 W/(3)2x POST 5/8"�l THREADED ROD ANCHORS-ANCHOR USING 5/8"�CONC.SCREW ANCHOR @ 32°SPA.- LOCATIONS OF ALL ROOF&WALL OPENINGS. <br /> SHEATHING(1)SIDE AHESIVE ANCHORING SYSTEM-EMBED 8° EMBED 2 1/2"MIN. <br /> 2 15/32"APA RATED BLOCKED 10d @ 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"�CONC.SCREW ANCHOR @ 32"SPA.- 5.)PROVIDE JOIST BRIDGING PER SJI REQUIREMENTS. �� � � , �;i' <br /> SHEATHING(1)SIDE AHESIVE ANCHORWG SYSTEM-EMBED 8" EMBED 2 1/2"MIN. � "r�� <br /> � 3 15/32"APA RATED BLOCKED 10d @ 4"SPA.PERIM.&12"SPA.FIELD SIMPSON HDU2-SDS2.5 W/(3)2x POST HDUS-SDS2.5 W/(3)2x POST 5/8"(6 THREADED ROD ANCHORS-ANCHOR USING 5/8"�CONC.SCREW ANCHOR @ 32"SPA.- 6.)*=JOIST TO BE DESIGNED FOR ADDITIONAL SNOW DRIFT-SEE '������ ��f� `� <br /> SNOW DRIFT DETAIL `z�"� � a.� '� <br /> SHEATHING(1)SIDE AHESIVE ANCHORING SYSTEM-EMBED 8" EMBED 2 1/2"MIN. y� �tM`� � <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.- 7,}MASONRY CMU WALLS ARE 8"U.N.O. �``� ����'� <br /> � <br /> SHEATHING(1)SIDE AHESNE ANCHORING SYSTEM-EMBED 8" EMBED 2 1/2"MIN. ��5 `=E�� <br /> ���� fi�; f t� . <br /> 8) O# DENOTES HEADER SEE SCHEDULE&TYP.DETAILS ���`'��4,,,_�1I.sC`����7 <br /> '���,�„�'� <br /> 9) a DENOTES SHEAR WALL SEE SCHEDULE&TYP.DETAILS }"`� <br /> �. <br /> �s�o � <br /> � <br /> �� ��1'[U4���!'�� SheetTitle <br /> E N G I N E E R S ROOF FRAMING PLAN <br /> N BSE Structurel Engineers LtC <br /> ' ROOF FRAMING PLAN 01 <br /> 11320 West 79th Street Sheet No. <br /> 3/32"=1'-0" 5207 Lenexa,Kansas 66214 <br /> Pfiane 913.492.740U <br /> www.85 EstruCtural.cam <br /> � BRR Originai printed on recycled paper ' <br />