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<br /> i P C Il 0 t E C t U P C
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<br /> Architect of Rewrd:
<br /> BRR architecture,Inc.
<br /> iKansas City 6700 Antioch Plaza
<br /> Bentonville SuiYe 300 .
<br /> anoenix Merriam,KS 66204
<br /> San Francism �
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<br /> Philadelphia
<br /> Atlanta TeI:913-262-9095
<br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Miami Fax:913-262-9044
<br /> 19 Consultants
<br /> 243'-3 1/8°
<br /> I I I I I I I i I f I I I I I I I
<br /> CONSULTANT LOGO
<br /> ' 9'-115/8" 13'-6° 13'-6" 13'-6" I 13'-6" 13'-6" 13'-6" I 13'-6" 13'-6" � 17'-21/2" 13'-6" 13'-6° 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-7" �
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<br /> Copyright Notice
<br /> I I I I 1 I I HZ I H2 HZ � H2 N H2 H2 ' 5211 ' I ' This drawing was prepared for use on a specific
<br /> � -- -- — — -- site contemporaneously with its issue date and
<br /> {�2 �+� HZ � Fi2 f{Z � it Is not suitable for use on a different project
<br /> N2 H2 '' � \/I� � !! Hz I I I I � � I� I—�----�-_— HZ _ !� H2 � —��--- 01 site or at a later time.Use of this drawin9 for
<br /> '� / 1 reference or example on another project
<br /> I �,_ �, I � I — _ I I 16��TJI 230 � � � - - � � � - - � $214 requires the services of properly licensed
<br /> I �I ( I 1— II 'I II I I � architects and engineers.Reproduction of this
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<br /> i� � �I I I I I I I I I I I � @ ZS°SPA. II (I I I I I I I( I I I I( authorized and may 6e contrary to the law.
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<br /> I I I I 5211 I I I „ I I � I I 01 I I I I I
<br /> 3/4 LIGHTWEIGHT CC�NC.TOPPWG ON � 5211 � Project Name
<br /> 3/4"APA RATED STRUCTURAL 1 SHEATING I � � �p�
<br /> I i I I I I i � T&G(TOTALTHIGKNE$5=11/2").FASTEN i I i I I i i i �/Y����1''r���
<br /> PER GENERAL NOTES SPAN SHEETS PERP. \ (2}16"TJI 560 W/(5)� �
<br /> TO FRAMING&STAG�ERJOINTS. I �� I BRNG.STUQS EA.END I �U It�S
<br /> I i i i i I I i I i I i (2)16"TJI 560-ATTACH TO HEADER W/ � � � I
<br /> �1�1°1��i,1�'�
<br /> SIMPSON HU414-2 TJI HANGER(OR EQ.)- �
<br /> � ATTACH PER MANUF.RECOMM.(TYP.)
<br /> � I i I I I I I I i I I I I i I I I I Project Address
<br /> I I I I I '
<br /> 7707 Broadway
<br /> i i i i i i � i i i i i i � i i i i Everett, WA 98203
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<br /> ; i 9'-115/8" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 17'-21/2" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-7"
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<br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 �6 1] 1H CLIENT LOGO ��
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<br /> AN EX7ENDED S7AY HOTEL
<br /> Project Manager:
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<br /> �' HEADER/BEAM SCHEDULE checked ay:
<br /> ;
<br /> MARK SIZE BEARING STUD$ ALT.SIZE �rawn by:
<br /> H1 (2)2x12 W/1/2"PLYWOOD SPACERS (3)2x4 1 3/4 x 5 1/2 1.3E LSL ,M
<br /> Document date:
<br /> H2 (3a 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 1.3E LSL
<br /> H4 (2)2x8 W/1/2" PLYWOOD SPACERS (2)2x4 3 1/2 x 7 1/2 1.3E LSL project No.
<br /> H5 (1)3 1/2 x 16 1.55E LSL (5j 2x4 3 1/2 x 7 1/2 13E LSL
<br /> 31A0�034
<br /> Project Phase
<br /> CITY PLAN i�EVIEW
<br /> � NOTES:
<br /> Professionai Seal
<br /> SHEAR WALL SCHEDULE 1.)SEE DRAWWG 5200 FOR GENERAL NOTES,SYMBOIS LEGEND,
<br /> SHEAR WALL PANEL EDGE FLOOR-TO-FLOOR CONNECTION AT HOLD DOWN AT MATERIALS LEGEND,&ABBREVIATION LIST.
<br /> MARK SHEATHING MATERIAL BLOCKING FASTENING ENDS FOUNDATION HOLD DOWN ANCHORS SILL PlATE ANCHORS
<br /> , „ „ 2.)REFERENCE DRAWINGS 5210 FOR TYPICAL FRAMING DETAILS. "
<br /> 1 15/32"APA RATED BLOCKED Sd @ 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,- �
<br /> SHEATHWG(1)SIDE AHESIVE ANCHORING SYSTEM-EMBED 8" EMBED 2 1/2"MIN. s��� �-� �
<br /> 3.j SEE DRAWWG 5201 FOR ISOMETRIC VIEW&5202 FOR FULL � ��'sY' ��,
<br /> ! 2 15J32"APA RATED BLOCKED 10d @ 6"SPA.PERIM.&12"SPA.FIEL� SIMPSON HDU2-SDS2.5 W/(3)2x POST HDU2-SDS2.5 W/(3)2x POST 5/8"�THREADED ROD ANCHORS-ANCHOR USING 5/8"Q CONC.SCREW ANCHOR @ 32"SPA.- BUILDING SECTIONS. �' ` �" �
<br /> SHEATHING(1)SIDE AHESIVE ANCHORWG SYSTEM-EMBED 8" EMBED 2 1/2"MIN. �,j ���'�"� �'C�
<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.- 4.j REFERENCE ARCHITECTURAL DRAWINGS TO VERIFY SIZE& � ����-�
<br /> SHEATHING(1)SIDE AHESIVE ANCHORING SYSTEM-EMBED 8" EMBED 2 1/2"MIN. LOCATIONS OF ALL ROOF&WALL OPENINGS. ' �' �A;���
<br /> �
<br /> 4 15/32"APA RATED BLOCKED 10d @ 3"SPA.PERIM.&12"SPA.FIELD SlMPSON 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.- ��� ,�j �'
<br /> SHEATHWG(1)SIDE AHESIVE ANCHORING SYSTEM-EMBED 8" EMBED 2 1/2"MIN. ������ + "�
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<br /> E N�i I P�E�R S 3RD FLOOR FRAMING
<br /> PLAN
<br /> � N B5E Struetural Engineers LLf
<br /> 3 R D F LO O R F RA M I N G P LA N 01 ,33z���St�9th St�e�� Sheet No.
<br /> 3/32"=1'-0" 5205 Lenexa,Kansas 65'lt4
<br /> Phone 413.492.T4Q0
<br /> ww�rcBSEstructural.tom
<br /> i � BRR Original printed on recycled paper
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