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U <br /> , z o <br /> 2'—5�2" � <br /> z '�' '� <br /> FIBER CANT C� U O <br /> � <br /> 24 GA. METAL COPING W � � <br /> FASCIA DRIP EDGE. � _ d-' � <br /> SLOPE MIN � � , <br /> � 1/4"/FOOT � � w O <br /> � EL. 24'-0'� . � � � Z Z , <br /> ROOFING MEMBRANE TO T.O.TOWER/PARAPET FRAMING W (./� � Q U <br /> RUN UP OVER TOP OF � z � � J <br /> PARAPET AND EXTEND � O Z Q � <br /> OVER FRONT FACE OF I— I— � W � <br /> WALL UNDER COPING. w Z =J � � <br /> I— � z � z <br /> c� <br /> � U � o w <br /> � z � � <br /> w — <br /> Q � � � <br /> Q � o ,.� z . <br /> 24 GA. METAL COPING. w N m � � <br /> � � Cn <br /> SLOPE MIN "I A6.0 SLOPE MW _ 24 GA. METAL COPING SLOPE MIN 1 �--� � <br /> 24 GA. METAL COPING 1/4"/FOOT FIBER CANT 1/4"/FOOT A6.0 0 O <br /> 1/4"/FOOT A6.0 � � ` `� � <br /> r � <br /> / � _ EL. 19'-10" 1� PqRAPET FRAMING / � PARAPET FRAMING � <br /> PARAPET FRAMING <br /> ` � <br /> 1-1/2"THICK EIFS OVER / � 1"THICK EIFS OVER z O <br /> MOISTURE BARRIER OVER 1-1/2"THICK EIFS OVE z <br /> PLYWD SHEATHING MOISTURE BARRIER OVER 2x6 WOOD STUD, SEE MOISTURE BARRIER O � <br /> PLYWD SHEATHING STRUCTURAL 2x6 WOOD STUDS, SEE SINGLE PLY ROOFING OVER PLYWD <br /> MEMBRANE OVER SHEATHING � — <br /> EL. 18'-4" EL. 18'-4" _ SINGLE PLY ROOFWG STRUCTURAL SHEETS FOR 1/2" EXTERIOR EL. 18'-4" <br /> E.I.F.S.TRANSIT� �E.I.F.S. TRANSITION MEMBRANE OVER 1/2" SINGLE PLY ROOFING BRACING LAYOUT GRADE PLYWD E.I.F.S.TRANSITION ' <br /> EXTERIOR GFiADE PLYWD MEMBRANE OVER 1/2" 12331 <br /> EXTERIOR GRADE PLYWD REGISTERED <br /> ARCHITECT <br /> `• <br /> SINGLE PLY ROOFING � STATELOFTWASHBNGTON <br /> MEMBRANE OVER GRADE GREEN <br /> PLYWD SINGLE PLY ROOFING �--SIGN. SEE ELEVATIONS <br /> MEMBRANE OVER R-38 2x6 WOOD STUD. <br /> 2-1/2"THICK EIFS OVER 2-1/2"THICK EIFS OVER RIGID INSULATION � <br /> MOISTURE BARRIER OVER MOISTURE BARRIER OVER BOARD OVER 3/4"APA <br /> : <br /> PLYWD SHEATHING PLYWD SHEATHING RATED SHEATHING. <br /> SINGLE PLY ROOFING SINGLE PLY ROOFING s , <br /> MEMBRANE OVER R-38 MEMBRANE OVER R-38 ' ` <br /> SINGLE PLY ROOFING RIGID INSULATION RIGID INSULATION '����� ��:��,������������� ����" <br /> MEMBRANE OVER R-38 BOARD OVER 3/4"APA BOARD OVER 3/4"APA 2"THICK EIFS OVER D.A. BENTLEY CONSTRUCTION,��c <br /> RIG D INSULATION RATED SHEATHING. <br /> BOARD VER 3/4"APA RATED SHE�Ht . <br /> MOISTURE BARRIER PACIFIC NORTHWEST OFFICE <br /> RA ED PLYWOOD <br /> OVER PLYWD � <br /> SHEATHING VANCOUVER,WA 98662 <br /> 8 <br /> P . . . <br /> A62 S�M. <br /> FA 360.695.9634 <br /> MIDWEST OFFICE <br /> 871 CANTERBURY RD.,UNIT G <br /> WESTLAKE,OH 44145 <br /> 1 PH.440.250.2500 <br /> _ _ _ _ EL. 12'-5'� FAX 440.250.2501 <br /> TURN BUCKLE CENTER 2x BLOCKING AT 48"O.C. _ <br /> PROPRIETARY INFORMATION NOTICE: <br /> TURNBUCKLE BY SIGN VENDOR <br /> CONT. 2X4 WOOD THESE DOCUMENTS MAY CONTAIN <br /> SEE SCOPE OF WORK 1/2�� PLYWOOD SHTG. PROPRIETARYINFORMATIONTHATISTHE <br /> METAL PANELS OVER 1X4 BLOCKING W/(2) 10 d SOLE PROPERTYOFYUM BRANDS,INC. SUCH <br /> HANGER ROD (SEE SCOPE OF WORK) PRESSURE TREATED WOOD (4) 10 d NAIL NAILS INTO EACH R-21 MIN. (TYP.) INFORMATION HAS BEEN PROVIDEDTO THE <br /> �2� 2X6 CONT. ARCHITECT OF RECORD FOR USE <br /> TOP PLATES FURRING. INSTALL FURRING AT FRAMING MEMBER FIBERGLASS BATT SPECIFICALLY FORTHIS PROJECT. THE DESIGN <br /> VERTICAL SEAMS OF PANELS. + + INSULATION ELEMENTS EMBODIED IN THESE DOCUMENTS <br /> � �� USE STAINLESS STEEL SCREWS , „ ARE SPECIFICALLY FOR THIS PROJECT. <br /> �EL. 10-8 + + EL. 10-8 INFORMATION CONTAINED HEREIN REMAINS <br /> ' � � PER MANUFACTURER�S � THE SOLE PROPERTY OF YUM BRANDS,INC <br /> TRUSS BEARING HT BOTTOM OF TRUSS <br /> ROOF TR SS RECOMMENDATION AND/OR EAARCHITECTURE&DESIGN,INC. <br /> I AND IS CONFIDENTIAL AND PROPRIETARY <br /> GYP. BD 2X4 WOOD 1 AND IS NOTTO BE COPIED,REPRODUCED, <br /> O ' FRAMING MEMBERS W THOUTDT�HE E�XPR SS,WRITIENSCONSENT� <br /> T-BAR A6.1 OTHER PARTIES IN ANY fORM WHATSOEVER <br /> R-21 MIN. (TYP) FIBERGLASS I CEILIN IN @ EACH TRUSS. <br /> OPP OF YUM BRANDS,INC.AND EA <br /> ARCHITECTURE&DESIGN,INC. <br /> BA T INSULATION KITCH N + + ` <br /> - � + + <br /> T-BAR CEILING CO � EL. 9'-0"� <br /> SEE DETAIL 3/S4.3 FOR � — • — � — — <br /> B.O. HEAD Qq REVIEW CKSET 6.25.201 <br /> � � / BLOCKING REQUIREMENTS � T o-10�� GY . BD OVER WOOD 4�_1�� <br /> EL. '_1 " � ( ' 1 � EL. 9_ ' 0� �- OISTS @ 16 O.C. <br /> CANOPY CLEARAN� �GYP. CEILING � � REVIEW CKSET 8.2.201 <br /> � CE LING � — � — 4) 10 d NAILS (2) 10 d NAILS STOREFRONT WINDOW Q AGENCY REVIEW 8.10.201 <br /> ' OR AS INDIC TED � � ( MIN. 9'-6"ABOVE DFiIVE Y gl-g'� SYSTEM <br /> � ❑ <br /> O RCP � THRU LANE) Q DESIGN REVIEW 9.4.201 <br /> D <br /> GYP. BD OVER WO D STUDS a � <br /> REFER TO STR CT. � � E�, g�-p�� 2x6 STUDS 16"O.C. (IN RESTROOM) � Q 11.7.201 <br /> DWGS. FOR HE DER WINDOW HE� ( � E� ��_��� Q MISC REV'SN 11.29.201 <br /> S ZES — • — <br /> \ T.O. SILL � REVIEW RESP. 2.4.201 <br /> 5 WALL FINISH PER INTERIOR <br /> A6.1 2-1/2"THICK EIFS OV ELEVATIONS OVER WALLBOARD R-21 MIN. (TYP.) � <br /> MOISTURE BARRIER AS SCHEDULED. --- <br /> OVER PLYWOOD FIBERGLASS BATT 2 OPP <br /> � SHEATHING INSULATION as.1 <br /> KITCHEN DRIVE-THRU EXTERIOR RESTROOM DINING EXTERIOR DINING EXTERIOR CONTRACT DATE: 04.10.18 <br /> EXTERIOR <br /> BUILDING TYPE: M40-EXP.LT <br /> KITCHEN � PLAN VERSION: XX-XX <br /> DRIVE-THRU WINDOW °' <br /> BRAND DESIGNER: D. Dickson <br /> PASS-THRU UNIT. SEE SCOPE <br /> OF WORK. <br /> 1 1/2"THICK EIFS OVER SITE NUMBER: - <br /> 6 R-21 MIN. (TYP.) FIBERGLASS 1/2"GYP. BD. OVER 2X4 MOISTURE BARRIER STORE NUMBER: 22602 <br /> As.i WOOD STUDS AT 16"O.C. OVER PLYWD <br /> � BATT INSULATION <br /> SHEATHING <br /> 1 - - - - - „ <br /> DRIVETHRU WDW. R.� ( 2 TAC BELL <br /> A62 <br /> 2 � / THIN BRICK OVER%"CEMENT 2727 BROADWAY ST. <br /> A6.2 1-1/2"THICK EIFS OVER BACKER BOARD OVER ( THIN BRICK OVER%"CEMENT THIN BRICK OVER%Z'CEMENT EVERETT,WASHINGTON 98201 <br /> MOISTURE BARRIER OVER MOISTURE BARRIER OVER BACKER BOARD OVER BACKER BOARD OVER <br /> FRP OVER 1/2" PLYWD SHEATHING PLYWD SHEATHING I MOISTURE BARRIER OVER / MOISTURE BARRIER OVER <br /> PLYWOOD PLYWD SHEATHING � PLYWD SHEATHING <br /> / 9 9 <br /> THIN BRICK OVER%2"CEMENT I A6.2 A6.2 <br /> BACKER BOARD OVER CURB AT - - ' � _ � <br /> • 9 0 o SIM. o 0 � <br /> M O I S T U R E B A F i R I E R O V E R D R I V E-T H R U SILL GASKET-TYP. VOLCANIC ROCK WITH - �L,z 1�O O <br /> As.' PLYWD SHEATHING SIDE ONLY T 6�2' <br /> � T nP ', FRENCH DRAIN BELOW o �L L L L„ <br /> SIM. • <br /> EL. 0'-0" �EL. 0'-0" � EL. 0'-0° EL. 0'-�0"� M 4 O <br /> � T.O. SLAB � Y T.O. SLAB � T.O. SLAB � T.O. SLAB �' <br /> SEE STRUCT. DWGS. � � EXPLORER LIGHT <br /> FOR FOUNDATION - <br /> \/j\�\ \/ DRAWN BY: RTA/JTM <br /> —�--- SEE STRUCT. DWGS. � <br /> \\�� AND SLAB DETAILS j�j/ FOR FOUNDATION > �j�� �� EAJOB: <br /> / \ /\\ / \�j/� //\ AND SLAB DETAILS /\\�j \ 18-036 <br /> � � � /� �� / <br /> � > SHEET: <br /> � WALL SECTIONS <br /> Q � <br /> m <br /> � , SHEET: ` <br /> � <br /> . o0 <br /> � A5. <br /> 0 <br /> N <br /> � WALL SECTION @ DRIVE-TFIRU 3�4" = 1'-0° 4 TYPICAL WALL SECTION 3/4�� = 1�-0�� 3 WALL SECTION @ DINING - TOWER 3�4° = 1�-0° 2 WALL SECTION @ DINING 3�4" = 1'-0" 1 <br /> O EA ARCHITECTURE & DESIGN, INC. AGENCY REVIEW RESPONSE PLOT DATE: 2.4.2019 <br />