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I'` i , ` . . . . . <br /> U <br /> z o <br /> TYPICAL (3) 2x10 BLOCKING EA. <br /> CONNECTION. PROVIDE SIMPSON 'A34' 1/2"SHEATHING WIT .. � � <br /> �VERIFY W/ o CLIPS T&B, EA END. SEE DETAIL 5 THIS BLOCKING TO PROVIDE 2X8 P.T. CONT. z � O <br /> �ANOPY MNFR. SHEET. 1/2" MIN. SLOPE. TOP PLATE � U O � <br /> E.I.F.S. — <br /> --�- TYPICAL 5/8"fZ� LAG SCREWS (3) AT EA. SLOPE � U� `� <br /> SIMPSON A34 a END VERTICAL MEMBER AND AT 32" W w , � - . <br /> VARIES � � � � <br /> FRAMING ANCHOR � � ° � O.C.TOP/BOTTOM HORIZ. MEMBER _ . _ , � O <br /> (TOTAL OF 4) � BOLTS (SEE SCOPE (VEFiIFY W/MNFR. FiEQUIREMENTS) SEE PLAN � � w O <br /> (3) -2x10 BLOCKING W/ 1 OF WORK) VERIFY � <br /> a� .. � z z <br /> CONNECTION W/ , „ PREMANUFACTURED � <br /> Y�"OSB BETWEEN ( � I� CANOPY MNFR. �1_0-8_ W C%� � U <br /> i ; — Y TOP OF WALL CANOPY BY OTHERS * � z O � � <br /> � <br /> --E� - - - _,� - � O Z Q � <br /> � w <br /> � � � � <br /> � � \ . � � U z J � � <br /> ANGLE IRON BRACING 1 I I ��J � �-W- _ � z <br /> SPAN STUDS AS NEEDED � I ; I �� 2X6 P.T. CONT. — C/� z � <br /> - - - j - _ _ REF. ARCH TOP PLATE � � � w , <br /> r — i CANOPY SEE �' �.0. TUBE STEEL EXTERIOR FINISH � z � � <br /> ( <br /> (2) -2x6 STUDS � I SCOPE OF WOFiK) Q w � � J <br /> EACH SIDE OF � � O � z . <br /> BLO C K I N G W/ I Q � -J � O <br /> 2- 12d NAILS INTO ° ° e ° PIPE/SLEEVE W N m � � <br /> EACH OF THE 2x10 � SEE 17/A6.3 ^ (./� <br /> TYP. SEE PLAN w <br /> BLOCKING MEMBERS � � � � <br /> � O <br /> � � <br /> � <br /> TYPIC/�L BLOCKING DETAIL 3° _ �'_o" 5 CAN�OPY ATTACHMENT DETAIL 3i4° _ �'-o" 3 Tl(PICAL PARAPET CAP 3° = 1�-�" 7 z � <br /> o z . <br /> = J <br /> 3/4"OSB �- J = <br /> SHEATHING <br /> � -_--.__.__�=---__---=--__---- �--- . <br /> ' T.O. DBL PLATE 12331 <br /> REGISTERED <br /> ARCHITECT <br /> (2) 2x6 DB PLATE <br /> (SEE SPLI E <br /> DETAIL 12 S4.1) �� <br /> RUSSELL T. ARBUCKLE <br /> STATE OF WASHINGTON <br /> \ . <br /> � <br /> , <br /> 7'-8%2�� ..c.�s, ' � ;,,,.,.... ..... <br /> �� ����������������.� <br /> D.A.BENTLEY CONSTRUCTION, LLC <br /> PACIFIC NORTHWEST OFFICE <br /> (2) 2x6 FULL H�IGHT 2�-�II I � II 6�II VANCOUVER,WA 98662 <br /> 5 8/2 8 A�ACH ALL 10709 NE COXLEY DRIVE <br /> BRACING TO STUDS <br /> @ cACH CORNFR FAX 360.695.9634 <br /> W/(3) 16# NAILS PH.360.695.9234 <br /> MIN. EACH END. <br /> PARAPET CAP REFER B N PARAPET CAP REFER MIDWEST OFFICE <br /> B'N' TO DETAIL 1/S4.3 TO DETAIL 1/S4.3 871 CANTERBURY RD.,UNIT G <br /> TYP. �P' WESTLAKE,OH 44145 <br /> ' ' — - —t' PH.440.250.2500 ' <br /> %�— -� � � �' � � �� FAX 440.250.2501 <br /> o � � �� '\ � � %` � � I� 19'-10" 19-10_ _ <br /> T.O. DB�PLATE T.O. DBL PLATE , <br /> iC E N PROPRIETARY WFORMATION NOTICE: <br /> � PROPRIETARY INFORMATION THAT IS THE <br /> �� \ <br /> ' � � � � �� � � � E N � E.N. E.N_ � THESEDOCUMENTSMAYCONTAW � <br /> , _ <br /> � ;� �X � <br /> � 1 :� _ � __ _ ___ <br /> �_ , � <br /> /C I SOLE PROPERTY OF YUM BRANDS,INC. SUCH <br /> � I PEOC FICALL�Y FOR TH SEPROJECf. THE DESIGN <br /> SIMPSON HTT5 / I I ARCHITECT OF RECORD FOR USE <br /> STOREFRONT PER I I ELEMENTS EMBODIED IN THESE DOCUMENTS <br /> ARE SPECIFICALLY FOR THIS PROJECT. <br /> —d- HOLD OWN PER ARCH'L TYP. I I INFORMATION CONTAINED HEREIN REMAINS <br /> \ TNE SOLE PROPERTY OF YUM BRANDS,INC <br /> o SHEA WALL SCHEDULE � I AND/OR EA ARCHITECTURE&DESIGN,INC. <br /> r I I I DS�CLOS DNORDOTHERWSE�TRANSFEREDTO <br /> \/ \/ AND IS NOT TO BE COPIED,REPRODUCED, <br /> �'"� ^ �`� 2x6,TYP. @ 16" O.C. SEE I � ° <br /> LAYOUT NOTES ON WALL OTHER PARTIES IN ANY FORM WHATSOEVER <br /> WITHOUTTHE EXPRESS WRITTEN CONSENT <br /> OF YUM BRANDS,INC.AND EA <br /> �� FRAMING PLAN S2.0 � -•----- 1/2" PLYWOOD SHEATHING I _ <br /> I I �-- �I�2° PLYWOOD SHEATHING � ARCHITECTURE&DESIGN,INC. <br /> I I c�7 <br /> I � �q REVIEW CKSET 6.25.201 <br /> ' ALC VE FRAMWG. I i � REVIEW CKSET 8.2.201 <br /> ;� � � PANOEL� REARSS Q AGENCY REVIEW 8.10.201 <br /> =N _� � 2x6 STUDS FRONT WALL 2x6 STUDS FRONT WAI L WALL T SERVICE <br /> � I �\ o - - - - - i� I i INTERIO OF Q DESIGN REVIEW 9.4.201 <br /> � _ _ � _ _ _ _ _ I_ _ 2x4 B OCKING BETWEEN WALLS ABOVE. I <br /> � SEE D TAIL 2 THIS SHEET. LWE OF FINISH. SEE --►� LINE OF FINISH. SEE --;--� A�ACH ALL TOWER E 11.7.201 <br /> �' SHEET A4.0&A4.1 SHEET A4.0&A4.1 I BRACING TO STUDS Q MISC REV'SN 11.29.201 <br /> � � � 1/2" P YWOOD � � MIN3EACH EN�D. � ' <br /> REVIEW RESP. 2.4.201 <br /> � <br /> � Q --- --- <br /> ��� %� � � � N 2x6 BLOCKING ' FRAME ALL <br /> � � I I � ci 48"O.C. ', ABOVE OOF 0 - --- <br /> '�' 2x6,TYP @ 16" � I VERTICALLY SHEATH NG <br /> — O.C. I � <br /> 2 o I I CONTRACT DATE: 04.10.18 <br /> I BUILDING TYPE: M40-EXP.LT <br /> sa.3 � i I 3/4"STR CTURAL <br /> %C � ROOF DECK I ROOF DECK ROOF S EATHING PLAN VERSION: XX-XX <br /> SIMPSON HTT5 E'N' - ELEV. RIES <br /> ' / I � I � BRAND DESIGNER: D.Dickson <br /> ��� � I I ; SITE NUMBER: XXX-XXX <br /> ,_.....�—. ... ._---— �...�_.�__ <br /> � I STORE NUMBER: 22602 <br /> � <br /> ; i E.N. i ACO BELL <br /> � o , � o I T <br /> � CONTINUE SHEATHING TO <br /> �C� ' � � � ' ` �� ,;�"� � HOLDDOWN PER REFER TO 3/S4.3 , ��� I <br /> � ��__ - � FOR CANOPY TOP OF SHEAR WALL 2727 BROADWAY ST. <br /> ,' ���� SHEA WALL SCHEDULE <br /> �� CONSTRUCTION '�I I LADDER TRUSS EVERETT,WASHINGTON 98201 <br /> '�� &ATTACHMENT ` ( � TO FOL OW <br /> I I SLOPE F ROOF <br /> 2'-0" � � � <br /> � � NAILING PER � <br /> ,, ,: I � SCHED LE i <br /> � I i �Q�� <br /> � x I � ��� <br /> � <br /> � 10'-8" � 10'-8" 10'-8�� <br /> I TRUSS BRG. � TRUSS BRG. 2x6 @ 16"O.C. T.O. DBL PLA E M 4O <br /> IEXPLORER LIGHT <br /> STOREFRONT PER I 2x6 DBL. 2x6 DBL. TOP P�TE <br /> ARCH'L TYP. i TOP PLATE i � (2) 2x6 DBL PLATE DRAWN BY: �TA/JTM <br /> I I s4.s ; I EA JOB: <br /> � <br /> �_...r____.__,__�......_...._____..................................__................_..._._�_. ��� <br /> 18-036 <br /> � � <br /> I HEADER - REF. PLAN HEADER REF,PLAN ; ! SHEET: <br /> .....____..................._..__________...._m._..__._____._______............�,._�___ & �5/s4.� & 15/s4.� STRUCTURAL DETAILS ' <br /> I TACO BELL TOWER <br /> � E.N. E.N. SHEET: <br /> a <br /> 0 <br /> � S4.3 <br /> � <br /> � <br /> � 1 — � 0 7 DRIVE-TNRU WALL SECTION �" = 1'-0" 6 WALL SECTION @ DINING �" = 1'-0" 4 FRONT TOWER SECTION �" = 1'_0" 2 <br /> ; FRONT TOWER FRAMING " — '_ " <br /> � AGENCY REVIEW RESPONSE PLOT DATE: 2.4.2019 <br /> O EA ARCHITECTURE & DESIGN, INC. <br />