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B � R � R �.
<br /> � � � nat � � t � � �
<br /> GRID Architect of rtecord:
<br /> BRR architecture,Inc.
<br /> Kansas cicy 6700 Antioch Plaza
<br /> � eentonville SufYe 300
<br /> anoenix Merriam,KS 66204
<br /> � � � San Franciscv
<br /> 5/8 GYP.-FASTEN PER SHEAR WALL 5�8 GYP.-FASTEN PER SHEAR S/8 GYP.-FASTEN PER SHEAR WALL SCHEDULE(TYP.) Phi�ade�Phia
<br /> Atlanta
<br /> WALL$CHEDULE(TYP.) Fax:913 262 9044
<br /> SCHEDULE(TYP.) 5/8 GYP.-FASTEN PER SHEAR WALL Miami
<br /> SCHEpULE(TYP.)
<br /> 2x WALI FRAMING PER PLAN � � 2x WALL FRAMING PER PLAN � 2x WALL FRAMING PER PLAN Consuitants .
<br /> /�\
<br /> 2x WALL FRAMING PER PLAN 1/2"�THRU BOLT W/OVER- 1/2"�6 THRU BOLT W/OVER-
<br /> SIZED WASHER EA.END i 2x CONT.SILL PL. SIZED WASHER EA.END 2X CONT.SILL PL. CONSULTANT LOGO
<br /> 2x CONT.SILL PL. @ 48°SPA. @ 48"SPA.
<br /> 16d NAIL @ 6° 16d NAIL @ 6" 2x CONT.SILI PL. ALT.-SIMPSON SDWH1900DB(OR CONC.TOPPING PER PLAN ALT.-SIMPSON SDWH1900D6(OR CONC.TOPPING PER PLAN
<br /> SPA. CONC.TOPPING PER PLAN Spq EQ.) @ 16"SPA. i EQ.)@ 16"SPA.
<br /> CONC.TOPPING PER PLAN
<br /> (1)10d NAIL @ TOP&BOTT. SHEATHING PER PLAN SHEATHING PER PLAN �SHEATHING PER PLAN
<br /> FLANGE @ EA.T11 SHEATHING PER PLAN i
<br /> 1 1/4"x16"CONT.
<br /> RIM BOARD (4j 10d NAILS @ BLOCKING PLUS(1) BEAD OF ADHESIVE
<br /> F.F.E F.F.E. F.F.E. F.F.E.
<br /> 11/4"x16"CONT. : . " .._: ' --- •=-. __.._. , _ � .._ _._.., . _ __ _. _ _ . .�. ���_��....�_. ..., _�_ � i
<br /> RIM BOARD - -- _ _�- �_ , ��
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<br /> 2 EXTERIOR FINISH PER ARCH.
<br /> I
<br /> CEILING PER ARCH. (2)2x CONT.TOP PL Copyright Notice
<br /> EXTERIOR FINISH PER ARCH.
<br /> \— This drawing was prepared for use on a specific
<br /> SIMPSON LUS26 JOIST HANGER(OR EQ.) site contem oraneousl
<br /> FLOOR FRAMING PER PLAN(TYP.) FLOOR FRAMING PER PLAN � 1/2"OSB SHEATHING FASTEN p y with its issue date and
<br /> -FASTEN PER MANUF. RECOM.(TYP.) —CEILING PER ARCH. it is not suitable tor use on a different project
<br /> PER SHEAR WALL SCHEDULE site or at a later time.Use of this drawing for
<br /> (2)2x CONT.TOP PL CEILING PER ARCH. 1 8d NAIL EA.$IDE refere�ce or example on another project
<br /> � � FLOOR FRAMING PER PLAN(TYP.) 2x8 BLOCKING @ 4'-0"SPA. requires the services of properly licensed
<br /> OF TJI-1 1/2°MIN. � architects and engineers.Reproduction of this
<br /> 1/2"OSB SHEATHING FASTEN (1)8d NAIL EA.SfDE OF TJI-1 1/2" FROM END 2x WALL FRAMING PER PLAN FLOOR FRAMING PER PLAN(TYP.) drewin9 for reuse on another project is not
<br /> PER SHEAR WALL SCHEDULE MIN.FROM END
<br /> authorized and may be contrery to the law.
<br /> (2)2x CONT.TOP PL SIMPSON L628101ST HANGER(OR EQ.) Issues 8�Revisions
<br /> 2x WALL FRAMING PER PLAN (2)2x CONT,TOP PL. 2x WALL FRAMING PER PLAN
<br /> -FASTEN PER MANUF.RECOM.(TYP.) N�. DATE DESCRIPTION
<br /> . . . . . . . . . . . . . 2 ADD#1 08107115
<br /> SECTION 01 SECTION 02 SECTION 03 SECTION 04
<br /> 3/4"=1'-0" 5211 3/4"=1'-0" S211 3/4"=1'-0" 5211 3/4"=1'-0" 5211
<br /> 8°CMU MASONRY WALL-REINF.
<br /> W/#5 VERT.@ 48"HORIZ.SPA.-
<br /> PROVIDE 9 GA.BED JOINT REINF. 8"CMU MASONRY WALL- �
<br /> @ 16"VERT.SPA.-GROUT REINF. REINF.W/#5 VERT.@ 48"
<br /> CELLS SOLID HORIZ.SPA.-PROVIDE 9 GA.BED
<br /> 101NT REINF.@ 16"VERT.SPA.- GRID 8"CMU MASONRY WALL-REINF.W/#
<br /> 2x CONT.RIM JOIST-ATTACH GROUT REINF.CELLS SOLID 2x CONT.SILL PL 5 VERT. @ 48"HORIZ.SPA.-PROVIDE
<br /> TO CMU WALL W/(2)1/2"� 9 GA. BED JOINT REINF.@ 16"VERT.
<br /> MASONRY SCREW ANCHORS @ 2x 12 CONT.RIM JOIST- � � CONC.TOPPING PER PLAN SPA.-GROUT REINF.CELLS SOLID�
<br /> 4'-0"SPA.-EMBED 4"MIN. ATTACH TO CMU WALL W/(2) � i •
<br /> (TYP). � ; -°, 1/2"�MASONRY SCREW '� � (4)10d NAllS @ BLOCKING PLUS(1)BEAD OF ADHESIVE 2x CONT.RIM JOIST-ATTACH k'_`,� ,�_
<br /> i ��•�:?' ANCHORS @ 2'-0"SPA.-EMBED 16d NAILS @ 6" TO CMU WALL W/(2)1/2"Q -"�
<br /> CONC.TOPPING PER PLAN i„',_;..�. 4"MIN.(TYP). �";•,.`_ SPA.
<br /> , SHEATHING PER PLAN SCREW ANCHORS @ 2'-0"SPA.
<br /> � ,_,.. .- , -
<br /> (4)10d NAILS @ BLOCKING CONC.TOPPING � '•- _.. (2)2x CONT. F•F.E• -EMBED 4"MIN.(TYP). - �_^\
<br /> , �� �
<br /> \ ` .. PER PLAN '„ "T TOP PL.� . _--- —__. . - - ---- -- - . _.�__- . -- -- CONC.TOPPING �
<br /> PLUS(1)BEAD OF ADHESIVE �.'-��� '=�
<br /> i--„�;,;.< �'- -'�� PER PLAN '„�
<br /> Project Name
<br /> FLOOR SHEATHING - - FLOOR SHEATHING '�,
<br /> �� � ��`�=� WoodSpring
<br /> PER PLAN ��� �' PER PLAN �`� _='f FLOOR SHEATHING
<br /> ,;�:�.," . ,
<br /> �> : .,. - I -
<br /> F.F.E ;':;• _.� � F.F,E. �-`` PER AR�CH.FINISH PER PLAN
<br /> - F.F.E. SUIteS
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<br /> _- _ - 2x WALL (3)16d NAILS @ BLKG.
<br /> �� < FRAMING PER � � Project Address
<br /> >�r�.�.�,_•."� � _' �� %� PLAN � 2x8 BLOCKING @ 4'-0°SPA. ,�',` ;_"_;� 7707 Broadway
<br /> \-..-.; .
<br /> i '_-,.-= � � FLOOR FRAMING � Everett, WA 98203
<br /> � •- ` I FLOOR FRAMING PER PLAN(TYP.) ' x "- -%
<br /> 1�_.;;=;-;� �„�� ',_� PERPLAN `- =:i
<br /> k-,-'- "
<br /> ; - _ � :` "
<br /> FLOOR FRAMING � _ ' '� FLOOR FRAMING SIMPSON L628(OR EQ.)@ BLKG. CEILING PER ARCH. -
<br /> .=�:�
<br /> PER PLAN � ' �'`�'�`� PER PLAN ' ` : -_ ' � � � :��
<br /> ` -'�-" � `" `-: i� 5/8 GYP.-FASTEN PER SHEAR WALL SIMPSON(OR EQ.) - _"`�
<br /> CEILING PER ARCH. ��`.��-�;-�r � CEILING PER ARCH. �� ;�:,'�_, � SCHEDULE(TYP.) IUS2.06/11.88 JOIST =-- �'�;�� � � •
<br /> HANGER(OR EQ.)-FASTEN - -
<br /> 2x8 BLOCKING @ 4'-0"SPA. SIMPSON IUS237/16101ST PER MANUF.RECOM. '` '�' �` `
<br /> HANGER(OR EQ.)-FASTEN C�IeNT�oGo ''
<br /> SIMPSON LB28101ST HANGER(OR EQ.) PER MANUF.RECOM. `,
<br /> -FASTEN PER MANUF.RECOM.(TYP.) `%
<br /> SECTION 05 SECTION 06 \
<br /> SECTION 07 SECTION 08 \I
<br /> 3/4"=1'-0" 5211
<br /> 3/4"=1'-0" S211 3/4"=1'-0" 5211 3/4"=1'-0" 5211 WO O D S P R I N G
<br /> SUITESS"
<br /> T.O.W.PER ARCH. T,O.W.PER ARCN.
<br /> AN EXTENDED STAY HOTEL
<br /> T.O.W.PER ARCH.
<br /> (2) 2x TOP PL (2) 2x TOP PL
<br /> 2x4 STUDS @ 16"SPA. 2x4 STUDS @ 16"SPA. 3 1/2"�GALV.STD.PIPE COL.W/
<br /> Project Manager:
<br /> EXTfRIOR FINISH PER ARCH.(TYP.) 1/4"CAP PL.(SEE PLAN FOR g�
<br /> (2) 2x TOP PL. Checked sy:
<br /> LOCATION) T.O.W.PER ARCH.
<br /> EXTERIOR FINISH PER ARCH.(TYP.) (1)3/4"�THRU BOLT 2x4 STUDS @ 16"SPA. Drewn by:
<br /> 1/2"OSB
<br /> L3x3x1/4 GALV.BRACE SHEATHING FASTEN 1/2"OSB SHEATHING ]M
<br /> (2)2x4 BLOCKING (SEE PLAN FOR LOCATION) PER SHEAR WALL FASTEN PER SHEAR WALL �ocument date:
<br /> BETWEEN STUDS-TOE SCHEDULE 05/12/2015
<br /> SCHEDULE EXTERIOR FiNISH PER ARCH.(TYP.)
<br /> (2) 2xTOP PL. 16d NAILS @ 6"OC
<br /> NAiI TO STUDS EA.END 5/8 GYP.-FASTEN PER SHEAR 5/8 GYP.-FASTEN PER SHEAR
<br /> WALL SCHEDULE(TYP.) � 3/16" WALL SCHEDULE(TYP.) 2x4 STUDS @ 16"SPA. (2)2x4 BLOCKING 5/8 GYP.-FASTEN PER SHEAR Project No.
<br /> SIMPSON LIS26 J015T � BETWEEN STUDS-TOE WAIL SCHEDULE(TYP.)
<br /> HANGER(OR EQ.)-FASTEN 2x WALL FRAMING PER PLAN �� 2x WALL FRAMING PER PLAN EXTERIOR FINISH PER ARCH.(TYP.) NAIL TO STUDS EA. END 31000034
<br /> (1)10d NAILS @ TOP& 2x WALL FRAMING PER PLAN
<br /> PER MANUF.RECOM.(TYP:) 2x CONT.SILL PL. �2)Zx4 BLOCKING \�\ BOTi'.FLANGE @ EA.TJI
<br /> Project Phase
<br /> BETWEEN STUDS-TOE � 16d NAILS @ 6"OC —2x CONT.SILL PL.
<br /> 16d NAiLS @ 6"OC CONC.fOPPING PER PLAN NAIL TO STUDS EA.END ��
<br /> �� 2x CONT.SILL PL CITY P�AN REVIEW
<br /> (1)10d NAILS @ TOP& � 2x8 BLOCKING(TYP.) CONC.TOPPING PER PLAN
<br /> SHEATHING PER PLAN SIMPSON LIS26 JOIST � CONC.TOPPING PER PLAN (2)2x4 BLOCKING
<br /> � BOTT.FLANGE @ EA.TJI- HANGER(OR EQ.)-FASTEN BETWEEN STUDS-TOE Professional Seal
<br /> PER MANUF.RECOM. SHEATHING PER PLAN NAIL TO STUDS EA.END SHEATHING PER PLAN
<br /> (TYP.) 00 SIMPSON MGU3.63-
<br /> F.F.E. SHEATHING PER PLAN FASTEN PER MANUF.
<br /> ��� ' RECOM. F F E. � �
<br /> .
<br /> . .„m� .,,n ,,,,,.,> ,,,.
<br /> ��� (1)10dNAILS@TOP& ��'� � �
<br /> BOTT.FLANGE @ EA.TJI
<br /> � q3;��' �+��, .4�
<br /> BEAM PER PLAN � "� �, �',���
<br /> FLOOR fRAMING PER �'' s"' �`'�� �
<br /> _. _<. ._ .._�. _ .�. _. _.,. .. ..... . ._ _.� _ �._..._. � . ._ ._. _ .�_ ..._...�. .. __. . _ .._._ .__.. . `�
<br /> PLAN(TYP.) ����.���
<br /> 1 1/4"x16"CONT. FLOOR FRAMING PER PLAN(TYP.) (2)3/4"�THRU BOLT W/ . ..'. _. ... . ...... . ._ _.:� .__ .�. . ..._ ... '�+'* �����
<br /> �_.._. ...._�. _....- --- ..�.
<br /> RIM BOARD CEILING PER ARCH. _.. .. . � �.. �_ . ._. .�.._ .... ...... . ..... ... .._ _. ... ��;t� �(aTf.r;.�
<br /> CEILING PER ARCH. WASHER TOP AND BOTf.
<br /> EXTERIOR FINISH (1)8d NAILS EA.S�DE OF TJI-1 TJI BLOCKING @ 4'-0"SPA. BEAM PER PLAN FLOOR FRAMING PER PLAN m !Q(+����
<br /> PER ARCH. (1)8d NAILS EA.SIDE OF T11-1 1/2" (2)2x8 EA.SIDE OF �1/2"MIN.FROM END FRAMING PER PLAN �TYP.) '
<br /> —FRAMING PIPE W/SIMPSON BEAM PER PLAN 1 1/4"x16"CONT.RIM BOARD ��;�� � ' ��
<br /> PER PLAN MIN.FROM END LUS26-2 EA.END (2)2x CONT.TOP PL —CEILING PER ARCH.
<br /> (2)2x CONT.TOP PL. SIMPSON A34(OR EQ)TOP&BOTT.- EXTERIOR FINISH PER ARCH.
<br /> SIMPSON A34(OR EQ)TOP& FASTEN PER MANUF.RECOM. (1)8d NAILS EA.SIDE �� �+ Sheet Title
<br /> BEAM PER PLAN OF TJI-1 1/2"MIN. JTRUCTURAL -
<br /> SIMPSON A34(OR EQ)TOP BOTT.-FASTEN PER MANUF. SIMPSON A34(OR EQ)TOP&BOTT.- FROM END E N G I N�E R S FRAMING DETAILS
<br /> RECOM. FASTEN PER MANUF.RECOM.
<br /> &BOTT.-FASTEN PER 1 1/4"x16°CONT.RiM BOARD
<br /> MANUF.RECOM. S ECTI O N 09 S ECTI O N 10 S ECTI O N 11 (2)2x CONT.TOP PL. S ECTI O N 12 B5E Structural Eng[neers LLC
<br /> 3/4"=1'-0" 5211 3/4"=1'-0° 5211 3/4"=1'-0" 5211 11320 West 79th SVeet Sheet No.
<br /> 3/4' =1 0 5211 Lenexa,Kansas 66214
<br /> Phane 913.492.740U .
<br /> www 85Estructurai.com
<br /> � BRR Original printed on recycled paper
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