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Plans BU P2017 - 00266 `3v1?a09.- Oo a U iz OFFICE COPY 1 Iro\ Ry o a. t tuk. NUN GENERAL INFORMATION CONCRETE (CONT'D.) FRAMING LUMBER (CONT'D.I CAOStc:I C \\ 9E* THIS STRUCTURE HAS BEEN MODIFIED IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL REINFORCING EMBEDMENT AND LAP SPLICES (INCHES) FOR 3500 PSI CONCRETE MISCELLANEOUS: SPECIALTY CODE(OSSC). MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL a.TREAT ALL EXTERIOR LUMBER OR LUMBER IN CONTACT WITH CONCRETE OR MASONRY CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. OTHER TOP" WITH PRESERVATIVE IN ACCORDANCE WITH AWPA. RECEIVED .. BAR SIZE ANCHORAGE SPLICE ANCHORAGE SPLICE AL THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONS AND #3 16 21 21 26 b. HOT-DIP GALVANIZE ALL STEEL CONNECTORS AND PRODUCTS 14 GA.AND THICKER AFTER RESTRICTIONS. #4 21 27 27 35 FABRICATION THAT ARE IN CONTACT WITH PRESERVATIVE-TREATED WOOD. PROVIDE #5 26 34 34 44 MINIMUM 2.0 OZ. COATING,ALL SIDES, PER ASTM A123. PROVIDE HOT-DIPPED GALVANIZED FEB 1 2018 ' FOR DIMENSIONS AND DETAILS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS. #6 31 40 40 52 CONNECTORS PER ASTM A153 OR STAINLESS STEEL CONNECTORS. #7 45 59 59 76 CITY OFTIGARD IMPLEMENTATION OF JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE #8 52 67 67 87 c. HOT-DIP GALVANIZE ALL STEEL CONNECTORS AND PRODUCTS LESS THAN 14 GA. THICK AFTER BUILDING DIVISION RESPONSIBILITY OF THE CONTRACTOR. #9 58 76 76 98 FABRICATION THAT ARE IN CONTACT WITH PRESERVATIVE-TREATED WOOD. PROVIDE #10 66 85 85 110 MINIMUM 1.85 OZ. COATING,ALL SIDES, PER ASTM A653. PROVIDE HOT-DIPPED GALVANIZED TEMPORARY BRACING, SHEETING, SHORING, ETC., REQUIRED TO ENSURE THE STRUCTURAL #11 73 94 94 122 CONNECTORS PER ASTM A153 OR STAINLESS STEEL CONNECTORS. INTEGRITY/STABILITY OF THE EXISTING BUILDINGS, SIDEWALKS, UTILITIES, ETC., DURING CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DESIGNED BY A d. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY C 2017 STARBUCKS COFFEE COMPANY REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE CONTRACTOR. " HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE BELOW BAR SHOWN, NOTED, OR APPROVED BY THE ENGINEER WALLS STARBUCKS COFFEE THE CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL PROVIDE 3"MINIMUM CLEAR COVER TO REINFORCING STEEL WHERE CONCRETE IS CAST e. EXTERIOR WALL SHEATHING SHALL BE 5/8"MIN.APA RATED SHEATHING.EXPOSURE 1 WITH DRAWINGS FOR SIZE AND LOCATIONS OF OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS, AGAINST AND PERMENANTLY EXPOSED TO EARTH 32/16 SPAN RATING. FASTEN TO STUDS WITH 10d NAILS AT 6"O.C. EDGE, 12"O.C. FIELD. BLOCK COMPANY INSERTS AND DEPRESSIONS. ALL EDGES. 2401 UTAH AVENUE SOUTH PROVIDE NON-SHRINK, NON-METALLIC GROUT(MIN. 3500 PSI)UNDER THE BASE PLATES. 98134 THE CONTRACTOR SHALL COORDINATE OPENINGS SHOWN ON THE ARCHITECTURAL, STRUCTURAL STEEL 1. WOOD BEAMS BEARING ON WALLS SHALL BEAR ON MULTIPLE STUD WOOD POSTS, NUMBER OF SEATTLE,2WASHINGTON STRUCTURAL, MECHANICAL, ELECTRICAL,AND PLUMBING DRAWINGS. STUDS IN POST SHALL BE REQUIRED TO MATCH BEAM WIDTH U.N.O. ON PLAN 75 DESIGN LOADS STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE A.I.S.C."SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"(FOURTEENTH g.WHERE WALL OPENINGS ARE BEING ALTERED, SHORE ALL FRAMING SUPPORTED BY WALL AT THESE DRAWINGS AND SPECIFICATIONS ARE RISK CATEGORY: II EDITION)AND THE"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" EXCEPT OPENING LOCATION PRIOR TO REMOVING ANY HEADER, POST OR STUD.ROOFS CONFIDENTIAL AND SHALL REMAIN THE SOLE SECTION 4.2 OF THE CODE WHICH SHALL NOT BE APPLICABLE TO THIS PROJECT. PROPERTY OF STARBUCKS CORPORATION, ROOF LIVE LOAD: 20 PSF h. EXTERIOR ROOF DECKING SHALL BE 23/32"MIN.APA RATED SHEATHING. EXPOSURE 1 WITH WHICH IS THE OWNER OF THE COPYRIGHT IN ROOF DEAD LOAD: WEIGHT OF ACTUAL MATERIALS STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: 48/24 SPAN RATING. FASTEN TO RAFTERS WITH 8d NAILS AT 6"O.C. EDGE, 12"O.C. FIELD. THIS WORK. THEY SHALL NOT BE FLOOR LIVE LOAD: 100 PSF REPRODUCED(IN WHOLE OR IN PART), SHARED GROUND SNOW LOAD: 20 PSF A. CHANNELS,ANGLES, PLATES AND MISCELLANEOUS CONNECTION MATERIAL:ASTM A-36 WITH WITH THIRD PARTIES OR USED IN ANY MANNER WIND LOAD (ULT): 110 MPH A MINIMUM YIELD STRENGTH OF 36,000 PSI, UNO. ON OTHER PROJECTS OR EXTENSIONS TO THIS EXPOSURE B METAL ROOF DECK PROJECT WITHOUT THE PRIOR WRITTEN Iw= 1.0 B. STEEL TUBING: ASTM A500, GRADE B,WITH A MINIMUM YIELD STRENGTH OF 46,000 PSI. CONSENT OF STARBUCKS CORPORATION. SEISMIC LOAD: DESIGN STANDARDS: METAL ROOF FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH STEEL DECK THESE DRAWINGS AND SPECIFICATIONS ARE MAPPED SPECTRAL RESPONSE: WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE ANSI/AWS D1.1, INSTITUTE"DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS" INTENDED TO EXPRESS DESIGN INTENT FOR A Ss: 0.966 AMERICAN WELDING SOCIETY, LATEST EDITION. USE E70XX ELECTRODES. PROTOTYPICAL STARBUCKS STORE (WHICH IS 51: 0.423 REFERENCE STANDARDS: CONFORM TO: SUBJECT TO CHANGE AT ANYTIME)AND DO SPECTRAL RESPONSE COEFFICIENT: STEEL SHALL BE SHOP PRIMED WITH A 1-COAT, NONASPHALTIC PRIMER COMPLYING WITH SSPC-PS 1)AISI STANDARD-"NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL NOT REFLECT ACTUAL SITE CONDITIONS. Sds: 0.717 GUIDE 7.00, "PAINTING SYSTEM GUIDE 7.00: GUIDE FOR SELECTING ONE-COAT SHOP PAINTING STRUCTURAL MEMBERS" NEITHER PARTY SHALL HAVE ANY OBLIGATION Sd1 0.445 SYSTEMS,"TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 1.5 MILS. 2)AWS D1.3-"STRUCTURAL WELDING CODE/SHEET STEEL" NOR LIABILITY TO THE OTHER(EXCEPT STATED SITE CLASS: D (ASSUMED) ABOVE) UNTIL A WRITTEN AGREEMENT IS SEISMIC DESIGN CATEGORY: D EXPOSED STRUCTURAL STEEL SUBMITTALS: FULLY EXECUTED BY BOTH PARTIES. 1)SUBMIT DETAILED SHOP DRAWINGS SHOWING THE LAYOUT,TYPES OF STEEL DECK UNITS, NONSTRUCTURAL COMPONENTS: Ip= 1.0,z/h=1, U.N.O. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(AESS) REQUIRES SPECIAL CARE BE TAKEN CONNECTION DETAILS,ACCESSORIES,AND OTHER RELATED ITEMS. STARBUCKS TEMPLATE VERSION 12017.05.18 DURING FABRICATION, HANDLING AND ERECTION. THE FOLLOWING REQUIREMENTS FROM 2)SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. _ COMPONENT ag Rag Cs SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR ARCHITECTURALLY EXPOSED MATERIALS: St RU C T URA4 ALL COMPONENTS U.N.O. 1 2.5 0.31 STRUCTURAL STEEL SHALL APPLY. ADDITIONAL REQUIREMENTS OF SECTION 10 DO NOT APPLY. MECH EQUIP. 2.5 6 0.31 METAL ROOF DECK SHALL CONFORM TO ASTM A653, FY=33KSI FRED PRaFFs FABRICATION SHALL BE DONE IN ACCORDANCE WITH THE DETAILS SHOWN ON THE STRUCTURAL SEE PLAN NOTES ON DRAWINGS FOR DECK PROPERTIES. / 6NG I NEEt spay DRAWINGS.ALL COPES, MITERS AND BUTT CUTS IN SURFACES SHALL BE MADE WITH UNIFORM SPECIAL INSPECTIONS GAPS AS SHOWN ON THE DRAWINGS, OR IN REASONABLE CONTACT IF SHOWN WITHOUT A GAP. GALVANIZING: 086692PE 9r SPECIAL INSPECTIONS REQUIRED SHALL BE PROVIDED PER IBC CHAPTER 17 AND AS REQUIRED WELDS SHALL BE REASONABLY SMOOTH AND UNIFORM. FINISHING AND GRINDING IS NOT GALVANIZING SHALL CONFORM TO ASTM A153, G60. a BY LOCAL JURISDICTION, FOR THE FOLLOWING ITEMS:STRUCTURAL STEEL, CONCRETE, CAST-IN- REQUIRED EXCEPT WHERE NECESSARY FOR FIT OR CLEARANCE, OR WHEN SPECIFICALLY NOTED WELDING: CONFORM TO AWS D1.3. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS tiliREGONPLACE ANCHOR BOLTS, EXPANSION/SCREW ANCHORS. ON THE CONTRACT DRAWINGS. REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED.FOUNDATION SYSTEM THE FABRICATOR SHALL USE SPECIAL CARE TO AVOID BENDING,TWISTING OR OTHERWISE r 13 201a 26/18 THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION. UNDERGROUND UTILITY DISTORTING OF INDIVIDUAL MEMBERS OR ASSEMBLIES. FAB-UNLESS NOT D OT>-UNLESS NOTED OTHERWISE, PLACE DECK UNITS ON SUPPORTING STEEL FRAMEWORK ON: N N.KPgP�- LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL PREDETERMINE UTILITY ERECTION SHALL BE PERFORMED SO AS TO PROVIDE A CLOSE FIT AND NEAT APPEARANCE OF THE LAP ENDS OF DECK NOT LESS THAN 2". SIDELAP INTERLOCKS SHALL NOT BE STRETCHED OR LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY IF DEVIATION FROM PLANS EXIST. THE STRUCTURE. CONTRACTED. DECK SHALL BEAR A MINIMUM CONTRACTOR IS RESPONSIBLE FOR THE SAFE SUPPORT OF UTILITIES ACROSS EXCAVATIONS. OF 2"ON SUPPORTS. EXPIRES:06/30/19 A SOILS TESTING LABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE CONSTRUCTION UNLOADING, HANDLING AND ERECTION SHALL BE EXECUTED WITH CARE TO MINIMIZE DAMAGE TO ANY SHOP PAINT. IF TEMPORARY BRACES OR ERECTION CLIPS ARE USED, UPON REMOVAL, STEEL MAXIMUM SIZE OF OPENINGS IN DECK WITHOUT STRUCTURAL FRAMING SUPPORT SHALL NOT /.� REVIEW TO ENSURE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS DURING THE SURFACES SHALL BE GROUND SMOOTH AND HOLES FILLED WITH WELD METAL OR BODY SOLDER EXCEED 10". OPENINGS GREATER THAN 10"MUST HAVE STRUCTURAL SUPPORT ON ALL SIDES OF GPD Engineering and Architecture EXCAVATIONS, BACKFILL,AND FOUNDATION PHASES OF THE PROJECT. CONTACT DESIGN AND SMOOTHED BY GRINDING OR FILING. TOUCH UP ABRASIONS OF THE SHOP COAT SHALL BE THE OPENING. DURING SHOP DRAWING PREPARATION, THOSE OPENINGS GREATER THAN 10" Professional Corporation ENGINEER IMMEDIATELY IF SOILS ENCOUNTERED DO NOT MEET ASSUMED DESIGN PERFORMED BY THE PAINTING CONTRACTOR. SHALL BE COORDINATED WITH ALL APPROPRIATE TRADES AND SHOWN ON THE DRAWINGS. 520 SOUTH MAIN ST. SUITE 2531 SPECIFICATIONS -AKRON,STN, T 44311 COORDINATE ALL AESS REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS AND THE -ALL DECK WELDS SHALL BE TOUCHED UP WITH THE APPROPRIATE COATING FOR FINISH USED FOUNDATION DESIGN IS BASED ON AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF SPECIFICATIONS. PRIOR TO PLACING ANY ROOFING MATERIALS. P: 330.572.2100 F: 330.572.2101 FROST DEPTH FOR THIS PROJECT IS 12" BELOW FINISH GRADE. ALL FOUNDATIONS ARE TO REST ON FIRM, UNDISTURBED SOIL OR COMPACTED FILL FREE FROM ARCHITECTURALLY EXPOSED STEEL(AESS)CANOPIES SHALL BE CATEGORY 2 AESS. -THE STEEL DECK SHALL NOT SUPPORT SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS AND GPD PROJECT NO: 2016355.37 ORGANIC MATTER. IF POOR SOILS ARE ENCOUNTERED AT FOUNDATION DEPTHS SHOWN, NOTIFY OTHER PERMANENT SUSPENDED LOADS. OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH CONSTRUCTION. ALL OTHER EXTERIOR ARCHITECTURALLY EXPOSED STEEL, SUCH AS, BUT NOT LIMITED TO, REMOVABLE AREAWAY BEAMS, SCREENWALL KICKERS, DAVITS, PIPERAILS,AND OTHER INUNDATION AND LONG TERM EXPOSURE OF BEARING SURFACES, WHICH WILL RESULT IN MISCELLANEOUS EXTERIOR METALS SHALL BE CATEGORY 3 AESS. (AESS PAINT SPECIFICATIONS Z DETERIORATION OF BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE PLACED ONLY). 0 IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACE INSPECTION. FRAMING LUMBER p STRUCTURAL ABBREVIATIONS co CONCRETE ALL STRUCTURAL LUMBER CONSTRUCTION SHALL CONFORM TO THE LATEST,ADOPTED EDITIONS OF T THE STANDARDS AND MATERIAL SPECIFICATIONS REFERENCED HEREIN. •1 LU GENERAL: AB ANCHOR BOLT MFR MANUFACTURER ACI AMERICAN CONCRETE INSTITUTE I— Y REFERENCE STANDARD: NDS-2012, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" MAX MAXIMUMCO U ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10, "STANDARD BY THE AMERICAN FOREST& PAPER ASSOCIATION (AF&PA). ACS ALL COMMON SURFACES MECH MECHANICAL SPECIFICATION FOR STRUCTURAL CONCRETE"AND ACI 302, 305 AND 306 UNLESS NOTED AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION N- .0sl OTHERWISE. AISI AMERICAN IRON AND STEEL INSTITUTE MIN MINIMUM MATERIALS MISC MISCELLANEOUS ,max ANSI AMERICAN NATIONAL STANDARDS INSTITUTE Oa a.ALL LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF DOC PS 20. FURNISH LUMBER WITH NTS NOT TO SCALE W ALL DETAILING, FABRICATION AND PLACING OF CONCRETE SHALL CONFORM TO ACI 318-11 'L ARCHITECTURAL EACH PIECE FACTORY-MARKED WITH GRADE STAMP OF INSPECTION AGENCY VERIFYING OC ON CENTER "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"AND THE LATEST ACI ALT ALTERNATE 0 M Q COMPLIANCE WITH GRADING RULE REQUIREMENTS AND IDENTIFYING GRADING AGENCY, OD OUTSIDE DIAMETER "MANUAL OF STANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE STRUCTURES" ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL N CO UNLESS NOTED OTHERWISE. GRADE, SPECIES, MOISTURE CONTENT AND MILL. BO BOTTOM OPP OPPOSITE CI Of Tigard Y BOT BOTTOM OF OWWJ OPEN WEB WOOD JOISTS �7 N- EC b.ALL WOOD STRUCTURAL PANELS SHALL COMPLY WITH REQUIREMENTS OF DOC PS 1, PL PLATE SAFETY AND PERFORMANCE OF THE STRUCTURE ARE THE RESPONSIBILITY OF THE BRG BEARING Appro ed Plans = U oDOC PS 2, HPVA HP I AND APA PDS. FACTORY-MARK ALL WOOD STRUCTURAL PANELS PLF POUNDS PER LINEAR FOOT Date CO CONTRACTOR INSOFAR AS THEY ARE AFFECTED BY THE LOCATION AND DETAILS OF C CHANNEL Q CONSTRUCTION JOINTS. SHOP DRAWINGS OF THE PROPOSED CONSTRUCTION JOINT WITH A GRADING STAMP OF THE INSPECTION AGENCY. CJ CONTROL JOINT PSF POUNDS PER SQUARE FOOT By Iii C (Z II PSI POUNDS PER SQUARE INCH LOCATIONS AND DETAILS ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. CJP COMPLETE JOINT PENETRATION _ C. STRUCTURAL LUMBER: C CENTER LINE REQ'D REQUIRED Q 0 I ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS ALL LUMBER TO HAVE MINIMUM STRUCTURAL PROPERTIES AS GIVEN, CLR CLEAR Z Q U) (] F. FOLLOWS: ACCORDING A GRADING AGENCY CERTIFIED BY THE AMERICAN LUMBER STANDARDS COL COLUMN SIM SIMILAR Or 1�iCE COPY U 0 U r CC 0 • COMMITTEE BOARD OF REVIEW SEASONED AT 19% M.C. CONC CONCRETE SPEC SPECIFICATION W W Q �c a FOUNDATIONS-3000 PSI CONT CONTINOUS STD STANDARD O Q O V N SLABS ON GRADE-4000 PSI Fb= 1400 PSI LAMINATED VENEER LUMBER DIA DIAMETER T&B TOP AND BOTTOM REVISION a IZ a r — - co DIAL DIAGONAL ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (t 1%)AIR ENTRAINMENT. Fv= 150 PSI Fb=2600 PSI DWG DRAWING T&G TONGUE AND GROOVE I-- in Fc(PARALLEL)=1500 PSI Fv=285 PSIE TO TOP OF N- E= 1600 KSI E= 1900 KSI ( ) EXISTING TOC TOP OF CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. EA EACH STORE #: 3389 in Emin=580 KSI Emin=966 KSI TOD TOP OF DECK r EF EACH FACE TOF TOP OF FOOTING PROJECT #: 15375-032 in WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A1064 AND BE FURNISHED EL ELEVATION NC IN FLAT SHEETS AND INSTALLED ON CHAIRS OR PRECAST CONCRETE BLOCKS. d. FASTENERS EQ EQUAL TOL TOP OF LEDGER ISSUE DATE: 100%09.08.2017 1. NAILS: COMMON STEEL WIRE NAILS, CONFORMING TO ASTM F1667. EW EACH WAY TOP TOP OF PANEL DESIGN MANAGER: RYAN WONG ETOS TOP OF STEEL r NO TACK WELDING OF REINFORCING IN THE FIELD IS PERMITTED. FF FINISH FLOOR LEEDOAP: SUZANNE SULLIVAN 02.WOOD SCREWS: FLAT HEAD, CONFORMING TO ANSI/ASME STANDARD B18.6.1. FLR FLOOR TOW TOP OF WALL PRODUCTION DESIGNER: HEB TYP TYPICAL Q PROVIDE CORNER BARS AT ALL LOCATIONS WHERE REINFORCEMENT CHANGES FND FOUNDATION CHECKED BY: TOM CONNER DIRECTION. 3. BOLTS, NUTS AND WASHERS: CONFORM TO ASTM A307,ASTM A563 AND ASTM F436, FT FOOT UNO UNLESS NOTED OTHERWISE 0RESPECTIVELY. FTG FOOTING VERT VERTICAL -c PROVIDE STRAIGHT AND DIAGONAL BARS AT EDGES OF ALL OPENINGS. GA GAUGE m W WIDE FLANGE Revision Schedule i2 e.WOOD-PRESERVATIVE TREATMENT: COMPLY WITH THE APPLICABLE REQUIREMENTS OF GSN GENERAL STRUCTURAL NOTES W/ WITH AWPA STANDARD U1. MARK EACH TREATED ITEM WITH THE APPROPRIATE QUALITY MARK. HI HIGH W/O WITHOUT Rev Date By Description rn HORIZ HORIZONTAL WSP WOOD STRUCTURAL PANELS CONNECTIONS: AS A MINIMUM, CONFORM CONNECTIONS FOR STRUCTURAL MEMBERS TO THE WT WEIGHT FASTENING SCHEDULE LISTED IN TABLE 2304.9.1 OF THE IBC. ICBG INSCONFERENCE OF BUILDING OFFICIALS U ID DIAMN DWWF WELDED WIRE FABRIC INSIDE a. PROVIDE GALVANIZED CONNECTORS BY THE SIMPSON STRONG-TIE CO. INSTALL ALL INFO INFORMATION CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. K JOINT K KIP (1,000 LBS) a b. PROVIDE GALVANIZED FASTENERS FOR ALL EXTERIOR APPLICATIONS AND FOR ALL KSI KIPS PER SQUARE INCH SHEET TITLE: WOOD-PRESERVATIVE TREATED MATERIALSL ANGLE . LLH LONG LEG HORIZONTAL STRUCTURAL tEd C.AT POSTS AND JAMBS OF OPENINGS, NAIL MULTIPLE STUDS TOGETHER WITH 8d NAILS AT 8" LO LOW LEG VERTICAL SPECIFICATIONS O.C., FULL LENGTH. SCALE:AS SHOWN a, o SHEET NUMBER: N N S-0001 o 0 .ift, SHEET NOTES 0 ROOF PLAN NOTES / 4._ 11 1/4" / 6'-0" 51-9" / 51- 11 1!2" "' 1. HANGING SOFFIT SHOWN SHADED. SEE SHEET S-5003 FOR DETAILS. A. FOR STRUCTURAL GENERAL NOTES AND DESIGN CRITERIA, Air Illik REFERENCE S-0001. 2. EXISTING ROOF DRAIN TO REMAIN. EXACT TRUSS PROFILES ARE B. SEE 4/S-5003 FOR TYPICAL HEADER FRAMING DETAIL. NOT KNOWN (FIELD VERIFY) 3. PARTITION WALLS BELOW, SEE ARCH. DRAWINGS. C. SEE 6/S-5003 FOR TYPICAL HSS MOMENT CONNECTION. I I I I 4. EXHAUST FAN-SEE MECH. DRAWINGS. I I D. EXISTING ROOF CONSTRUCTION: AT THE TIME THE DRAWINGS WERE ` � OI IOI VI 5. EXISTING WOOD TRUSSES @ 24"O.C. (FIELD VERIFY). PREPARED, NO INFORMATION WAS AVAILABLE REGARDING THE O (O EXISTING ROOF CONSTRUCTION. IT HAS BEEN ASSUMED THAT THE O ' 6. 1 1/2"X20GA. GALVANIZED METAL ROOF DECK W/5/8"OPUDDLE EXISTING ROOF CONSTRUCTION CONSISTS OF PLYWOOD SHEATHING ©2017 STARBUCKS COFFEE COMPANY OVER WOOD _ J ( �' SIDELAPS,TYP.AT ANOPYILOCAT ONS. SEE1/S-5004 F R CANOPY PRO ECTTS OF TRUSSES HS NATURE. THE CONTRACTOR SHALL VERIFY HE _ FRAMING DETAIL. TYPE OF ROOF CONSTRUCTION AND REPORT ANY DISCREPANCIES STARBUCKS COFFEE i f ' - TO THE ASSUMPTIONS TO THE E.O.R. PRIOR TO BEGINNING ANY WORK. 7. TIEBACK TYP. WHERE SHOWN. THE CONTRACTOR SHALL PERFORM A FIELD SURVEY TO MEASURE AND COMPANY 211N1 1 DOCUMENT THE ROOF STRUCTURE IN THE AREAS OF OREGON,AND 2401 UTAH AVENUE SOUTH FIELD VERIFY THAT DUCTWORK CAN CLEAR BENEATH -I 8. 2X8 ROOF JOIST @ 24"O.C.W/LUS HANGER @ EA. END PROVIDE THE INFORMATION TO THE E.O.R. FOR FURTHER SEATTLE, WASHINGTON 98134 OR PASS THROUGH TRUSSES WITHOUT INTERFERENCE. ENGINEERING EVALUATION. ATA MINIMUM,THE CONTRACTOR SHALL 206 318-1575 VERIFY EXACT SIZE AND LOCATION OF DUCT WITH 9. EXISTING PARAPET BRACE TO REMAIN OR BE REPLACED. (SEE PROVIDE THE FOLLOWING INFORMATION: OVERALL LAYOUT OF THE MECHANICAL DRAWINGS. NOTIFY ARCHITECT AND 1/S-5003 FOR NEW PARAPET BRACE INFORMATION) ROOF FRAMING; THE DEPTH OF THE PRIMARY FRAMING MEMBERS; THE THESE ARE ENGINEER OF RECORD IF INTERFERENCES EXIST PRIOR SPACING OF THE PRIMARY FRAMING MEMBERS;THE SPACING OF THE CONFIDENTIAL DRAWINGS AND ANDSHSPECIFICATIONSP REMAIN THE SOLE TO BEGINNING DUCTWORK INSTALLATION. 10. NEW PARAPET BRACE TO MATCH EXISTING. SEE 1/S-5003(TYP.). PRIMARY FRAMING MEMBERS;AND THE SPAN OF THE FRAMING PROPERTY OF STARBUCKS CORPORATION, MEMBERS. WHICH IS THE OWNER OF THE COPYRIGHT IN 11. EXISTING OPENING TO BE INFILLED WITH NEW STUDS. THIS WORK. THEY SHALL NOT BE 12. CENTERLINE OF DUCT. REFER TO MECHANICAL DRAWING REPRODUCED(IN WHOLE OR IN PART), SHARED Z TRUSS PROFILE WITH DUCT PENETRATIONS M-1101, TYP. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN scats 1/4"= 1'-0" BBCONSENT OF STARBUCKS CORPORATION. A A.7 N. .2 6.3 III DWINGS AND SPECIFICATIONS ARE INTEND HESE DR TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS 1 9'-1 1/2" 9'-4 3/4" 9'-0" SUBJECT TO CHANGE AT ANYTIME)AND DO -500 I� 6X6 KING POST ABOVE tW' BEAM,TYP.ALONG LINE NOT REFLECT ACTUAL SITE CONDITIONS. O GRID'1' SEE 2/S-5004 NEITHER PARTY SHALL HAVE ANY OBLIGATION 1 --- -_ _ NOR LIABILITY TO THE OTHER EXCEPT STATED C12X20.7+ L2X2\4 ABOVE) UNTIL A WRITTEN AGREEMENT IS I r 1 1 ,I v\ FULLY EXECUTED BY BOTH PARTIES. __%_I I - - - - - I - L __ )...<.\ \r 2 X HIGH I© LOW STARBUCKS TEMPLATE VERSION 12017.05.18 v -500 c� n X 6elk v I i 1 I = -1501 500 l = 500 N A �R U C T U q _ R I ® I I = , HSS4X3X1/4 CEO PRopF s 0 fi I HSS5',x1/4(T/S EL. +V-2") lullHSSSx4x1/4 (T/S EL. +9'-2") ��5 O�GINFFR goy COID III I I ® I I EXISTING CONT. W10x15 BEAM (HIGH) '1 ' HSS4X3X1/ a �88692PE �� O I I 0 .. .� ®Ip 'ate„- • - �►� .,: �a 26/18 [ L J O L j HIGH "4-13,2° ii II I ( ✓OHP N.KO* Iii I Vi I ,^.. .LLL 3 = rn • J I 500 0 EXPIRES: 06/30/19' RTU-2I , _ _ 1150 LBS. Ia /.A. GPD Engineering and Architecture Professional © I I� �\! i 520 SOUTH MAIN oSTrSUITE 2531 ation 12 � m HSS4X3X1/4 500 a i11 w ® AKRON, OH 44311 SIM. 1il ( ^ LOW Y P: 330.572.2100 F: 330.572.2101 -500 I I ( 50 -5oo GPD PROJECT NO: 2016355.37 0 I j — ( 1 1- t3 0 Nr X Z I � II RTU-1 f-' y v - I I • 1150 LBS. ( w X + c O I Cil0 ES r mI2 0 I GOND N -500 m MAX WT.400 LBS. — te_ - - I I — - — HSS4X3X1/4 F- 0 I I 0I CON. 6X6 KING POST ABOVE wx -C ;1. 0 I BEAM, TYP.ALONG GRID W _ v L- INE SEE 2/S-5004 LLI .. , 1'-03/4" 4'-43/4" U N z - - - - I 0 / / / N Y I _ _ � © 0107 o �; '' 1 I i" ti I I I = co t a rY i - - ? I---- — ___I i--- - -� I EXISTING W10x15 BEAM T/S EL. =+12'-10 -.. a (ID W Q: I CONT.W14x34(T/S . _ +10'-10 1/2") ( ) __ _ _ I (i 1 O HSS8x4x1/4 - 0 = 0 > O = 0i. 0 ®®II LL U _ - _ r - u J•I■_ (T/S EL. +9'-5 ) v Z Q 0 - - - - I - -_;-_. A®� - �•�� o _..:_a®®1 _ -500•. r 0 I -500. - .' :: r�� _u -= HSS4X3X1/ - - 0hi O Q a. - 1 - I�II� 0 O Q O _� N r I - — ® (2)2x6 TRIM 4Y C12X20.7+ L2x2x1/4 ■r • a co 7 ® I1 p i I 0 (3)2x6 KING HSS8x4x1/4 HSS5x4x1/4 rn 1 'I � 6x6 I HSS4x3x1/4 ' 2 P--• U - j-- - - HSS4x3x1/4 HSS4x3x1/4 (T/S EL. +9'-5") (T/S EL. +9'-2") c0 I I - - I_. - -I-FULL HEIGHT -500 STORE #: 3389 Lc ,i ?, I �- ® I PROJECT #: 15375-032 , 7,_6„ T-6" 5'-71/2„ GLB 5 1/2x101/2 0;, �� „„, w -500 / / / K ISSUE DATE: 100%09.08.2017 a) DESIGN MANAGER: RYAN WONG E SW1 r , 0 6X6 0.0W PRODUCLEEDO TION DESIGNER: HEBNNE SULLIVAN 0 1 I 3 2X6 a CHECKED BY: TOM CONNER FULL HE HT N I -500 ;- L," - p HSS4x3x1/4 _-- - _ _ . HSS4X3X1/4 + v Revision Schedule O L2X2X3/16 TO SUPPORT g g 7.4. Rev Date By Description 1n o 3 01/10/18 Revision 3-Structural Mod 0 DECK EDGE WITH 3/8"0 LONG X M \ U LAG SCREW TO EACH STUDZMITERED CORNER (TYP. EACH SIDE) 0 _ 13IN (CHANNEL TO CHANNEL) TYP. C12X20.7+L2X2X1/4 0 0 4 SHEET TITLE: N - -500.. 6'-111/2" A FRAMING PLAN •cl-- 5 os 0 ROOF FRAMING PLAN 500` 0 G 2' 4' 8' SCALE:AS SHOWN Co Scale:1/4"=1,-0" E) Scale 1/4"= 1'-0" o SHEET NUMBER: N N S-1501 WOOD-FRAMED SHEAR WALL SCHEDULE Nbtet FOR HEM-FIR STUD FRAMING .fr .. AL NAIL SIZE& RM JOIST OR EDGE MEMBER SILL PLATE REQUIRMENTS I SW REQUIREMENTS SW SHEATHING SPACING AT BLOCKING 1 EXISTING FRAMING ABOVE TYPE APA RATED PANEL EDGES ATTACHMENT TO TOP FRAMING MEMBER ANCHOR BOLT TO SILL PLATE AT NOT SHOWN (FIELD VERIFY) PLATE BELOW AT ABUTTING CONC. FDN. FOUNDATION PANEL EDGES STUDS PER PLAN 5/8"0 32"o.c. P.T. 2x (2)2x6 MIN.AT WALL ENDS STUDS @ 16"o.c. (TYP.) SW-1 5/8"CD-EXT 8d @ 4'-0"o.c. CLIP AT 8"o.c. 2x @ CONT.TO T/PARAPET HILTI X-U PINS @ 6" SHER SW-2 5/8"CD-EXT 8d @ 4'-0"o.c. CLIP AT 8"o.c. 2x O.C. TO STEEL BEAM P.T. 2x BLOCKING AT SHEATHING PANEL E WALL Al FIELD NAILING PER ©2017 STARBUCKS COFFEE COMPANY EDGES � SHEAR WALL SCHEDULE NOTES: 3 ANCHOR BOLTS H SHALL EW WITH HOT-DIPPEDBGALVANIZED STEEL PLATE WASHERS Sal_1) INSTALL PANELS HORIZONTALLY 3x3x1/4 MIN.THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16'x1 3/4"PROVIDED •� BOTTOM PLATE STARBUCKS COFFEE A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER&NUT. PLATE WASHER TO SHEATHING &NAILING PER 2)WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING EXTEND TO WITHIN 1/2"OF THE EDGE OF THE SILL PLATE ON THE SIDE(S)w/SHEATHING. WHERE SHEAR SHEAR WALL SCHEDULE I�� ' COMPANY WALL SHALL BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE WALLS ARE SHEATHED ON BOTH SIDES OF 2x6 WALL FRAMING, USE 4.5"x3"x1/4"MIN. PLATE WASHERS. HOLDOWN PER PLAN SAME STUDS. &HOLDOWN SCHEDULE 2401 UTAH AVENUE SOUTH EMBED ANCHOR BOLTS 7"MIN. INTO CONCRETE. • I I I I SEATTLE, WASHINGTON 98134 3) BLOCKING IS REQ'D.AT ALL PANEL EDGES. 10)PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN CONTACT WITH PRESSURE T/STEM WALL f�,. _ At ! (206) 318-1575 4) PROVIDE SHEAR WALL SHEATHING&NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON TREATED FRAMING MEMBERS.ADDITIONAL INFORMATION PER STRUCTURAL NOTES. a a THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR DOORWAYS OR AS (SLAB-ON-GRADE BEYOND -- -- - --- ' --- -- '---- THESE DRAWINGS AND SPECIFICATIONS ARE 11)WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF CONFIDENTIAL AND SHALL REMAIN THE SOLE DESIGNATED ON PLANS. HOLDOWN REQUIREMENTS PER PLANS. CONCRETE SLAB RECORD FOR ALTERNATE NAILING REQUIREMENTS. PROPERTY OF STARBUCKS CORPORATION, BEYOND (PER PLAN) WHICH IS THE OWNER OF THE COPYRIGHT IN 5)SHEAR WALLS DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING, SHEAR WALL 12)AT ADJOINING PANEL EDGES, (2)2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x EXISTING FOOTING AT PERIMETER THIS WORK. THEY SHALL NOT BE NAILING, ETC.ABOVE&BELOW ALL OPENINGS. STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING STUDS TOGETHER WITH 3" LONG \ PER PLAN (FIELD VERIFY) REPRODUCED (IN WHOLE OR IN PART), SHARED 6)SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE NAILS OF THE SAME SPACING &DIAMETER AS THE PLATE NAILING. WITH THIRD PARTIES OR USED IN ANY MANNER REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWN POSTS.ADDITIONAL INFORMATION PER 13)WHERE ABUTTING PANELS OR SILL PLATES REQUIRE 3x MINIMUM, NAIL STUDS TO 3x BOTTOM SILL PLATES ON OTHER PROJECTS OR EXTENSIONS TO THIS HOLDOWN SCHEDULE&DETAILS. w/EITHER(2) 10d0 END NAILS OR(4) 8d TOENAILS. W WALL ANCHORAGE PER PROJECT WITHOUT THE PRIOR WRITTEN (9 n SHEAR WALL SCHEDULE CONSENT OF STARBUCKS CORPORATION. 7) INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS.ATTACH SHEATHING TO INTERMEDIATE co W/7"EMBED INTO EXIST. THESE DRAWINGS AND SPECIFICATIONS ARE 14)CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVE w w FOOTING W/HILTI HIT HY 200 INTENDED TO EXPRESS DESIGN INTENT FOR A FRAMING WITH 8d NAILS AT 12"o.c. TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. 8) FRAMING CLIPS: SIMPSON"A35"OR"LTP5"OR APPROVED EQUIVALENT. > SAFESET OR APPROVED EQUAL PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER ARTY SHALL HAVE ANY OBLIGATION TYP. WOOD-FRAMED SHEAR WALL NOR LIABILITY TOTHE OTHER(EXCEPT STATED CSCHEDULE ® TYP. SHEAR WALL ELEVATION ABOVE)ULLY EXECUTED IBYBOTHPARTIES.TTEN AGREEMENT IS Scale N.T.S Scale N.T.S STARBUCKS TEMPLATE VERSION 12017.05.18 SIMPSON STRONG-TIE SLOTTED PLATE WASHERS WITH 5/8"0 ANCHOR BOLTS si RU C T U/?q 4 3x3x1/4 BPS 5/8-3 cV' &. 4.5x3x1/4 BPS 5/8-3 5 GINEF 90° d 45° 22"MIN. SHEAR WALL HOLDOWN SCHEDULE °' �`' �� °9 STAGGERED ANCHOR BOLTS & 4 1/2"x3"x1/4" PLATE �85t 92PE r \ D D PLATE WASHERS PER S.W. WASHER PER SW SCHEDULE ANCHORAGE TYPE/ END STUD CAPACITY -0 �� t;a SCHEDULE MODEL# MIN EMBEDMENT FASTENERS REQUIRED (LBS.) D UJ 180° rtb Li (14) 1/4"0x2 1/2"SDS (2)2x ,�RECON -11 HDU5 5/8"0/9" WOOD SCREWS STUDS 4.065 'It 201p 26/18 45° ®o K I' WM 13, ALL REINF. EXCEPT COL. TIES & BEAM STIRRUPS 'OyrvN.KagP� D =6d FOR#3 THRU#8 cc Z D=8d FOR#9 THRU#11 12d DOUBLE-SIDED SHEAR WALL EXPIRES: 06/30/1 )' �' ANCHOR BOLTS OPTIONS NOTES: //®®I- co v 1) HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO. INC: /Th. n 135° y s(7 90°C \ ACCEPTABLE EQUIVALENT PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER GPD Engineering and Architecture D 4\ 4� rD NOTE: 1/2"MAX. (TYP.) MANUFACTURERS w/SER APPROVAL. Professional Corporation D\• I DIAG. SLOTTED PL WASHER PL WASHER-TO-BOTTOM PLEDGE 520 SOUTH MAIN ST. SUITE 2531 or d d r d MAY BE USED w/ADDITIONAL (SEE SW SCHEDULE NOTES) 2) LOCATE ALL HOLDOWNS AT ENDS OF ALL SHEAR WALLS&FASTENS TO BUNDLED END STUDS. AKRON, OH 44311 CUT WASHER PER S.W. SCHEDULE -WHEN 4x6 OR 4x8 MIN. IS REQUIRED, POST ALIGNMENT ASSUMED THAT FACE OF LONG LEG P: 330.572.2100 F: 330.572.2101 SHEAR WALL SILL PLATE PARALLEL w/WALL BOTTOM PLATE OR INCREASE POST TO 6x6 OR 6x8 RESPECTIVELY. D �D \D J SHEAR WALL SHEATHING PER S.W. SCHEDULE -ALTERNATE: BUNDLED WALL STUDS MAY BE USED IN LIEU OF 4x6& LARGER POSTS-(4)2x GPD PROJECT NO: 2016355.37 PER S.W. SCHEDULE(TYP.) I HOLDOWN&ANCHOR BOLT PER HD SCHEDULE (WHERE OCCURS) STUDS INSTEAD OF 4x6 OR 6x6 ; (5)2x STUDS INSTEAD OF 4x8 OR 6x8. STIRRUP STIRRUP OR TIE _i NAILING ¢z ►-� PLATE NAITOLING PER W. SCHEDULE 3) U.N.O.BUNDLEDMATCH BOTTOM END STUDS SHOULD BE STITCH-NAILED TOGETHER USING MINIMUM (2) 16d AT 10"o.c. � - d d / ANCHOR BOLT&PLATE WASHER 90° 135° 90° PER S.W. SCHEDULE(TYP.) 4) LOCATE"STHD", "HDU#", HDQ#", &"HD#"HOLDOWNS AT CONCRETE FOUNDATION LEVEL. p \ r D D) \ ( D D) 180° _= l'Irrart LOCATE"CS#", "MST', &"MSTC#"STRAPS AT FLOOR TO FLOOR CONNECTIONS. UI / I �6d ORI mmsAI _ ke 5) ALL HOLDOWN ANCHOR BOLTS SHALL BE 4"MIN. FROM CONCRETE WALL ENDS. I 0 �� 6a �� 4 MINX STRAP HOLDOWN PER Sr '----------- '-- Ix�� cc z HD SCHEDULE (WHERE OCCURS) 6) LENGTH OF ANCHOR BOLTS AS REQUIRED TO PROVIDE SPECIFIED MINIMUM EMBEDMENT INTO F"' a) o Z13 1 '-o" WALL FOOTING W/HILTI HIT HY 200 SAFESET ADHESIVE OR APPROVED EQUAL. c) a m-v SHEAR WALL STUD Q cc);4. CROSS TIE CROSS TIE EDGE NAIL SHEATHING MAX. PER S.W. SCHEDULE (TYP.) 7) ADDITIONAL END STUD REQ'D. TO MEET MINIMUM 1 1/2" EDGE DISTANCE FROM CONCRETE sl PER CORNER TO"STHD"STRAP. USE"RJ"STYLE WITH"STHD"WHERE RM JOINT IS PRESENT. w BEAM STIRRUPS & COLUMN TIES SHEAR WALL SCHEDULE SHEAR WALL 06 2 D=4d FOR#3 THRU#5 , SHEATHING 8) INSTALL ALL HOLDOWN HARDWARE PER MANUFACTURER'S INSTRUCTIONS & ` 0 co = D=6d FOR#6 THRU#8 INFILL . . RECOMMENDATIONS. r — CO SHEATHING LL N 0 5 TYPICAL REBAR BEND SCHEDULE 0 TYP. WOOD-FRAMED HOLDDOWN SCHEDULE 2 0 Q^ as LE Scale N.T.S Scala N.T.S Ili Uw LL O TYPICAL PLAN VIEW - SHEAR WALL HOLD Q _ 0 I 6 F DOWNS & ANCHOR BOLTS �- 0 Scale N.T.S W W co ASTM F1554 GR 36 o Q 0 ANCHOR ROD N O O ~ U N> / r — co HSS CL a 0- r H LO NUT COLUMN SEE ARCH. PLANS FOR 1/2"x10"SIMPSON TITEN HD co 2"TYP. EXISTING LIMITS OF RECESS EXISTING SCREWS AT 16"O.C. EACH in BASE PL PL WASHER /it I C 5/8, SLAB SLAB SIDE. (4"MIN. EMBED.) STORE #: 3389 1 1/2"NON-SHRINK T T T T 1'-o" PROJECT #: 15375 032 GROUT 11 ±11 _ #4 16"E.W. ISSUE DATE: 100/0 09.08.2017 7 L CENERED IN SLAB NEW SLAB ON GRADE, SEE PLAN DESIGN MANAGER: RYAN WONG E . !!w1 _ FC1 �� TOP OF NEW CONCRETE TO BE LJ —I LJ r #4x1'-0" 16"O.C., =o ...11.; \ @ LEEDO AP: SUZANNE SULLIVAN ._ - �m• - cm .- iv BASE PL I „�� IS F- CONCRETE INFILL DOWEL4” MIN. THICK � INTO EXISTING LEVEL, AND FLUSH WITH ADJACENT CHECKED BY: DESIGNER: THEB OM CORNER TD- __ NEW CONCRETE TO w/HILTI HIT-HY200 SAFESET A a Z w J 1 17-1 \ EXISTING BTING BE LEVEL AND FLUSH ADHESIVE EXISTING SLAB L : . a c j 51 m U jJ _I SLABDJACENT (6"MIN. EMBED.) Revision Schedule JIIWITH Aal LEVELINGNUT 0 w IiirRev Date By Description l jl - . � I `` = ANCHOR RODS ILI I ;' al � _ _ _ W/STD. III=1 1=1 1=1 11=1Ti1 ' -ate _ _ r. n VII PL WASHERS I=1 1=III-III - - L-I I - .'.::"� _ MATCH SLAB REINF. _ _ =111=111 [ ibLI LJ L '� 111111=11 H _ - 1 11= 1= 1- EXISTING SLAB : c'- =111I It\ OVERSIZED HOLES REFER TO 4/S-5001 111=111=111 111-III-I -III 111E . _ IN BASE PL FOR DOWELS AT EXIST. =1 - -111-111=111-1 10 MIL VAPOR RETARDER. LAP A MIN. III-III-III-)I -III 1111I-I-III =111=III=111 r OF 6"WITH X.VAPOR RETARDER. _ _ _ _ NUT SLAB INTERFACE I1=1 I I-I I I-1 I1=1I1=1I1=1I1= 10 MIL VAPOR RETARDER a �c PLAN TAPE SEAMS I I-I1[El II=III=III=111 LAP WITH(EX)VAPOR RETARDER SHEET TITLE: SECTION TYP. 1=111-111=111-11 co- 3/16, , UTILITY - - - AND TAPE SEAMS STRUCTURAL COMPACTED ad TRENCH GRANULAR SUB- 4 BASE SCHEDULES & DETAILS SCALE:AS SHOWN a) N 0 TYPICAL BASE PLATE DETAIL �,,� RECESSED SLAB DETAIL 0 UTILITY TRENCH DETAIL1 SLAB REPAIR DETAIL SHEET NUMBER: �`J �`*J N Scale 1"= 1'-0" Scale 3/4"= 1'-0" Scale 3/4"= 1'-0" Scale 1"= 1'-0" S-5001 . 41k EfIE. AhlIr 6 Ahh, EXISTING BRACE NOT SHOWN EXIST. ROOF SHEATHING EXISTING ROOF DECK I, „ , 1 \EXISTING TRUSS EXISTING WALL EXIST. ROOF SHEATHING S. LTi — I +i ©2017 STARBUCKS COFFEE COMPANY j WALL SHEATHING EXIST. ROOF TRUSS >:::7SEE NOTES PER PLAN 77 STARBUCKS COFFEE } 2x4 BLOCKING 4'-0"MIN. SPLICE LAP /- 2x6 WALL FRAMING COMPANY -- AT 2'-0"MAX O.C. LUS HANGER ALTERNATE: EACH SIDE MST27 STRAP w/(30) 16d (2) ROWS OF 16d NAILS STAGGERED AT 16"0.C. 2401 UTAH AVENUE SOUTH SINKERS, 1/2 EACH END, WITHIN AREA OF SPLICE @ 6"o.c. I SEATTLE, WASHINGTON 98134 ■� ■ CTRD.AT EACH T&B PL BREAK (NOT REQD.AT ALTERNATE) - �LB TR ISS I l $ 6/fRUSS- a„Y 0 0 Yt �� v__ � li ►� N. (206) 318-1575 o -T NN. THESE DRAWINGS AND SPECIFICATIONS ARE VERTICAL SLIP ��_^="��T� CONFIDENTIAL AND SHALL REMAIN THE SOLE EXIST. PRE-ENGINEERED WOOD • CONNECTION HILTI X-DNI PINS @ PROPERTY OF STARBUCKS CORPORATION, ROOF TRUSS, SEE PLAN ? v 16"O.C. WHICH IS THE OWNER OF THE COPYRIGHT IN EI I itE VERTICAL SLIP THIS WORK. THEY SHALL NOT BE CONNECTION NON-STRUCTURAL REPRODUCED(IN WHOLE OR IN PART), SHARED BREAK LOWER PLATE INTERIOR WALL AT STUD CENTERLINE BEAM,SEE PLAN SEE PLAN OWN!: N PROJECT WT CT• S OR• E PRIORON TTENHIS STUDS&SPACING NON-STRUCTURAL PER PLAN CONSENT OF STARBUCKS CORPORATION. INTERIOR WALL THESE DRAWINGS AND SPECIFICATIONS ARE NOTE: INTENDED TO EXPRESS DESIGN INTENT FOR A ROOF TRUSSES NOT SHOWN FOR CLARITY © EDGE NAILING PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO HSS BEAM, NOT REFLECT ACTUAL SITE CONDITIONS. 9 NON-STRUC WALL PERPENDICULAR TO TRUSS 10 NON-STRUCT WALL PARALLEL TO TRUSS r - TYPICAL SPLICE PLATE DETAIL 12 SECTION SEE PLAN NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED Scale 3/4"= 11-0" Scale 3/4"= 11-0" \ Scale 1/2"= 1'-0" scale 3/4"= 1'-0" ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12017.05.18 S.cRUCTUR,14 � � Q pRORFS "c GINF o, 05 9 Fit, eek, Oy STEEL COLUMN, SEE PLAN Lti e 85692PE T.- DIAMOND �DIAMOND ISOLATION POUR I 0 S (FILL IN EXISTING) J _ a!RECON BASE PLATE AND ANCHOR BOLTS ql'13 2p1A 26/18 PER COLUMN SCHEDULE. SAWCUT OR 1 1/2"PREMOLDED JOINT PTSILLPLATE EOR STEEL COLUMN, EXISTING COLUMN PROVIDE LEVELING NUTS AND W.W.F. REINF. PER PLAN BONN N.100� OR NOTESO PER SCHEDULE 2X6 STUD WALL SEE PLAN LEAVE-OUT&COLUMN HEAVY HEX ANCHORING UNITS. OR TO BE REMOVED AND SEE DETAIL 1/S-5001 FOR MORE (STOREFRONT @SIM. EXPIRES:06/30/19 SEE ARCH.) DIAMOND ISOLATION POUR I BASE PLATE AND ANCHOR BOLTS REPLACED AFTER NEW INFORMATION SLAB REINFORCING COLUMN INSTALLEDelPSIMNIMIMUNIPMEMAIWP \ SEE PLAN ' PER COLUMN SCHEDULE. SEE I FINISH GRADE • • SHEATHING, SEE NOTES DETAIL 1/S-5001 FOR MORE \� SSSS • INFORMATION Z GPD Engineering and Architecture ltaill FINISH GRADE I � 1.. 1 , — w g 8 OR SITE PAVING , =III=III=11 I-1 --11-11 -III-11 IE a o Professional Corporation V =III=1 _1 UNDISTURBED SOIL OR SLAB ON GRADE SUB-BASE 520 SOUTH MAIN ST. SUITE 2531 �- y �-*—Y I I V SEE GENERAL NOTES AKRON, OH 44311 a ,� ENGINEERED FILL. SEE IIIIIIIIIIIIIIll1111j1111= ih IL \ \ 1� ". !.. �' GENERAL NOTES P: 330.572.2100 F: 330.572.2101 • ° a '1 10 MIL VAPOR RETARDER C GPD PROJECT NO: 2016355.37 #4 DOWEL, SEE 4/S-5001 EXISTING FOUNDATION FOR ATTACHMENT TO SEE SCHEDULE ON 5-1101 'I" " - _ -- CONTROL JOINT (FIELD VERIFY) EXISTING FOOTING ., T/FTG. EL. _ ° U FOR FOOTING SIZE AND `na -• • F - a MATCH EXISTING II NOTES: SEE SCHEDULE ON S-1101 REINFORCING II I P, �--- '` FOR FOOTING SIZE AND (k.", ''.I t:-;• '.-. - -`, " REINFORCING 1) FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS, REFERENCE FOUNDATION/SLAB PLAN. Ci II - .a 'll:- r . 1 i. - :-,1 j :° °, 2) USE"SOFTCUT SAW'AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE • -- = ' EXISTING FOUNDATION EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. T - U -zr (FIELD VERIFY) SEE SCHEDULE ON S-1101 FOR 3) PROVIDE CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF J� 2 I,/ X 3"CLR. e ; ' FOOTING SIZE AND REINFORCING 225 SQ. FT. MAX. I- o SECTION SECTION NEW COLUMN ON EXISTING TYP SLAB ON GRADE CONTROL JOINT DETAIL N WI \ J Scde 3!4„= 1'-0„ 6 scale 3!4"= 1,-0„ O Scare 3/4„= 1,-0„ scale 3/4„= 1,-0" Oo z Uch u- N O = u) Q C, w = z ¢ $ v STEEL COLUMN, 0 U 0 p r<�r� r Et d SEE PLAN O ^<^ O N- V coNI BASE PLATE AND ANCHOR BOLTS E L.L 0_ I- o PER COLUMN SCHEDULE. N- DIAMOND ISOLATION POUR PROVIDE LEVELING NUTS AND co HEAVY HEX ANCHORING UNITS. STORE #: 3389 ✓ SEE DETAIL DOOR, SEE ARCH. #4 DOWELS @ ENTRY in 1/S-5001 FOR MORE INFORMATION (STOREFRONT @ SIM.) (OMIT @ SIM.) PROJECT #: 15375 032 EXISTING SLAB POST AND BASE PLATE ISSUE DATE: 100%09.08.2017 c NEW DOOR SEE ARCH. ' I N OUTSIDE GRADE BY RAILING MANUFACTURER SEE DETAIL 4/S-5001 DESIGN MANAGER: RYAN WONG EXISTING WALL AND (STOREFRONT @ SIM.) I 1 -ti- RECESS EXISTING SLAB E VENEER TO BE REMOVED , I SEE 12/A-5004 AS REQUIRED FOR WALK OFF EDGE OF TURNDOWN FOR CONNECTION LEED PRODUCTION SUZANNE SULLIVAN 4o RECESS EXISTING SLAB .' . - •q • ,. '— = / SLAB PER SECTION 7/8-5002, (4)EMBED)TITEN HD MAT(SEE 2/S-5001). EXISTING Ft INFORMATION DESIGNER: HEB _ 1'-6 3/4" SLAB TO REMAIN @SIM. SLAB REINF, SEE PLAN CHECKED BY: TOM CONNER ` SITE PAVING ° ' .1. _111- SEE PLAN / / N AS REQUIRED FOR WALK OFF 1 tI' REFERENCE CIVIL ITI1=III- -. - •• - "- 1/ =111= SLAB REINF., -a MAT(SEE 2/5-5001). EXISTING DRAWINGS I 1=III=11 I- ,' ' " I 1/- I I-111=1 I I: PROVIDE 4"MIN. CONCRETE SEE PLAN FINISH GRADE s _-�� Revision Schedule N SLAB TO REMAIN @ SIM. =111=III=III .• •„ " .1 =11 III III- COVER TO BASE PL AND = G_ 11=111-111-11 ...:- .: ;- - 11, ,,,:. 111 I I ANCHOR BOLTS Rev Date By Description � a -1 I LI I I—III -.. •.: ' � - ° - 11=i _111a. � \ III—III-I I'. .. - III x x—;-x=x 1 11I — — 3 01/10/18 Revision 3-Structural Mod _ L. 111 T/FTG. - 11 - - �_ I11I I I—III � a r cc I l li -� �- '111 - a ' _ I I-I EL. _ (MATCH EXISTING • _I o U , 111=1 I 1—III � 1_ .: .n . -:n. . -' . I E SEE 3/S-5004 FOR III1 III IF-- - ?.It:-- ,- - -;, I =1 INFORMATION NOT l I I SEE SCHEDULE ON S-1101 I ?. . ail- .a "l i.' = I1 #4 DOWELS @ 18"O.C.`:i: ., ; #4 DOWELS @ ENTRY FOR FOOTING SIZE AND _III- •. - °-•I l- •11 —I NOTE: CONTINUE WALL FOOTING SHOWN @PATIO EDGE (OMIT @ SIM.) REINFORCING III: I I1= REINFORCEMENT THROUGH COLUMN "I N- EXISTING FOOTING 2 EXISTING FOOTING EWE • °' " ' ' :... 11=, 1 FOOTING (SEE 5/S-5002 FOR NEW ce (FIELD VERIFY) SHEET TITLE: (FIELD VERIFY) Elle 1E111:- • ; "- '• 11 1 FOOTING) 0 EQ.in #5 CONT.TOP&BOT. STRUCTURAL DETAILS vIII Il1=1IEdif:.I1=1II III 111=11 111 IIr w ni vO TYP. FOOTING AT EXTERIOR WALL rm SECTION © SECTION SECTION SCALE:AS SHOWN co 4 is Scale 3/4"= 11-0" scale 3/4"= 1'-0" Scale 1"= 1'-0" scale 3/4"= 1'-O" SHEET NUMBER: CN1 N S-5002 r 42‘ Air ;,.; AL EXISTING ROOF DECK EXISTING EXISTING ROOF SHEATHING EXISTING 4 ROOF TRUSS ROOFTRUS� (4)410 SCREWS TO NOTE: SEE 10/S-5004 EXISTING TRUSS, TYP. EXISTING WALL I FOR CANOPY INFO ©2017 STARBUCKS COFFEE COMPANY �� 362T150-33 WITH NOT SHOWN e ' (2)#10 SMS (4)#8SCREWSINTO � / WALL SHEATHING, (2)#B SCREWS STARBUCKS COFFEE EXIST. TRUSS CHORD(TYPJ HU26 HANGER TOP &BOT., EXISTING WALL SEE NOTES ...„ a_ EXISTING BEAM EXISTING ROOF COMPANY EXISTING BEAM TYP. DECK 2401 UTAH AVENUE SOUTH l_ : I HILTI X-DNI PINS @ 16"o.c. . HILTI X-DNI PINS u _ SEATTLE, WASHINGTON 98134 .1 „� ' s' I STAGGERED @ 16"O.C. STAGGERED (206) 318 1575 BRIDGING ■ - 2x6 STUDS @ 16"O.C. THESE DRAWINGS AND SPECIFICATIONS ARE 362S162-33 SUPPORT @ 4'-0"O.C. MAX. 2X6(MIN.) CONFIDENTIAL AND SHALL REMAIN THE SOLE ' I 362T150-54(CONT.)W/(2) BLOCKING EXISTING TRUSS PROPERTY OF STARBUCKS CORPORATION, @ 4'-0"O.C. I 362T150-54(CONT.)W/(2) HILTI X-U PINS 24"O.C. WHICH IS THE OWNER OF THE COPYRIGHT IN �� ®_® �� #12 SCREWS TO EACH @ ""' —moi STUD l' . TO BEAM THIS WORK. THEY SHALL NOT BE ' I a T/STL. EL. REPRODUCED(IN WHOLE OR IN PART), SHARED LIGHT GAGE CLIP ANGLE r� ' I 2x6 STUDS @ 16"O.C. C * SEE PLAN [ � WITH THIRD PARTIES OR USED IN ANY MANNER �I , c' "S [ ` ON OTHER PROJECTS OR EXTENSIONS TO THIS 362S162-33 @ 2'-0"O.C., TYP. �� - - TROUGH, SEE ARCH. ,+ HSS BEAM, SEE PLAN cir I N� SIMPSON LUS24 PROJECT WITHOUT THE PRIOR WRITTEN 362S162-33,TYP. CONSENT OF STARBUCKS CORPORATION. NOTE: SEE 6/S-5004 EDGE NAILING HANGER THESE DRAWINGS AND SPECIFICATIONS ARE (4) SMS SCREWS AT (4) #10 SMS,TYP. 2X4(MIN.) EACH CONNECTION,TYP. 362S162-33 362S162-33 @ 24"O.C.TYP. FOR CANOPY AND INTENDED TO EXPRESS DESIGN INTENT FOR A STOREFRONT BLOCKING SIGN SUPPORTS @ 2'-0"O.C., TYP. REF.ARCH. FIELD VERIFY-MATCH STOREFRONT INFOBY OTHERS PROTOTYPICAL STARBUCKS STORE (WHICH IS TRUSS SPACING NOT SHOWN SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. rmTYP. SOFFIT BULKHEAD CONSTRUCTION SOFFIT j) SECTION n ) MENU PANEL SUPPORT DETAIL NEITHER PARTY SHALL HAVE ANY OBLIGATION NORBOVEILI YTIOTHE THE R (EXCEPTSTASED 8 OTHE scale 3 /4"= 1'-0" Scale 3/4"= 1'-0" `� se 3/4"= 1'-0' FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12017.05.18 S,0),0CTUR44 STUDS&SPACING <� Ores, PER PLAN&GENERAL \y REG' NE NOTES SHEATHING MECH. UNIT PER PLAN- w� 4 FR o9 (PER PLAN) ATTACH CURB TO SLEEPER a '�856E T/ROOF SHEATHING / BELOW PER ANUFACTURER (MIN. #10 WOOD SCREW @ 12"o.c. OR MIN. (6)SCREWS COL. OR BEAM COL. OR BEAM `�REGON PER 4x8) !�y, I1Y13,20\bi 26118 6"± 4- j°1-f iv N.KW. A35-TYP. EACH A 4x SLEEPER WHERE IIII �� STUD TO BEAM Pi OCCURS BELOW UNIT CURB �i grva 1/4, 1/4 EXPIRES:06/30/19' r HU/HUC HANGER a W Alir GPD Engineering and Architecture R • e ROOF SHEATHING Professional Corporation WALL FRAMING PER PLAN a, B/4x SLEEPER 520 SOUTH MAIN ST. SUITE 2531 &GENERAL NOTES. CONT. e r 111i1/4 AKRON, OH 44311 BOTTOM PLATE 7 TO PARAPET TOP PLATE T/ROOF SHEATHING t, y� P: 330.572.2100 F: 330.572.2101 a _ _( HSS BEAM -11141 GPD PROJECT NO: 2016355.37 B/HEADER _ WHERE OCCURS (8) 10d END NAILS 4x8 PERPENDICULAR 1/4"0x8"SDS WOOD SCREW SEE PLAN PER ARCH. STAGGERED(TYP.) HSS COLUMN HSS COLUMN HSS BEAM SLEEPER PER PLAN AT 4x8 SLEEPER TO EACH BELOW MECH. CURB TRUSS OR AT 24"o.c. CTRD. III WHERE OCCURS HEADER /� IN 4x8. COUNTERSINK ASI I SEE PLAN (PER PLAN) —yam 1 READ. FOR 1 1/4"EMBED OF Q SCREW INTO TRUSS (TYP.) MULTIPLE STUDS PER PLAN CO OR GENERAL NOTES WHERE -' o NOTE:SHEATHING NOT SHOWN FOR CLARITY. LOCATED, MINIMUM OF(2) KING U� y BEAM LESS THAN COLUMN BEAM SAME SIZE AS COLUMN AND(2)JACK STUDS EACH SIDE -Y OF EACH OPENING EXISTING ROOF O O CO a) TRUSS PER PLAN ,,,,,xx I 3 W w TYP. HEADER FRAMING MECHANICAL UNIT CONNECTIONc69 TYPICAL HSS MOMENT CONNECTION UN ce _ \ "J scge 1„R. 1 _0„ * MECHANICAL 1"= 11-0" Scene 1"= 1,_a" }' 0 CO 0 V- CV p _ ucni Q EDGE NAILING PLYWOOD SHEATHING UJ LL 8d @ 6"o.c MIN. (TYP.) EXISTING WALL 2 ct la-TO BE REMOVED SEE NOTES W U • O DOUBLE 2x EXISTING SHEATHINGQ CI 5 I TOP PLATE NTArr I —\,— Z LL Q w Q o — — T/PARAPET EXISTING ROOF TRUSS I \ WALL SHEATHING U U o MATCH EXISTING PARAPET i=" SEE ARCH. (FIELD VERIFY) I i \- / SEE NOTES W W Q O BRACE SLOPE iii i / 0 WALL SHEATHING _ - _.___ _ ___—,—.-------_ _�.—,-..r_ 2X6 WALL FRAMING @ O O CJ cg SEE NOTES r ^^ o P.T. 2x6 BRACE EACH STUD �I � IT 16"O.C. D- L.L a r _ _ riBRACEcr) STORE #: 3389 in (2) 0.220x6"SDWS @ / EL. (MATCH EXISTING) . 2X8 CONT. LEDGER W/(3) T/PARAPET 4x-TO-TRUSS TOP CHORDS / 0.220X6"SDWS AT EACH ►_ — — $ PROJECT #: 15375-032 I___. co / WALL FRAMING STUD/TRUSS EXISTING T.O.P. I�si EL. (SEE ARCH.) ISSUE DATE: 100%09.08.2017 c 23/32"APA RATED PLYWOOD / I MATCH EXISTING — a)E SHEATHING @ KICKER WITH % I `=; �— NEW ROOF JOIST, SEE PLAN EL. (FIELD VERIFY) I DESIGN MANAGER: RYAN WONG C 10d @ 6"o.c. PANEL EDGES& / I FOR SIZE AND CONNECTION LEEDOAP: SUZANNE SULLIVAN O 10d @ 8"O.C. FIELD / I I _ _ T/EXISTING PARAPET — — ADD 2X WOOD PLATES AS PRODUCTION DESIGNER: HEB 0 / I I EL. (FIELD VERIFY) \ T.O. STL. REQUIRED TO ATTAIN NEW CHECKED BY: TOM CONNER U / t PARAPET PER 10/S-5002 HEIGHT. SPLICE EXISTING PLYWOOD /1\ EL. (SEE PLAN) EXISTING POST TO BE ` ROOF SHEATHING / SIMPSON"HGAIOKT' EACH CUT OFF TO BEAR ON Revision Schedule t PIN SIDE @ EACH END OF EACH EXISTING BRACE /Arta. I NEW BEAM ci) .T/SHEATHING /A';�I' ill BRACE 3/16/ 2X6 NAILER W/HILTI X-U PINS ( Rev Date By Description — — (2)#8 SCREWS @ 6"O.C. —° / @s"O.C. (STAGGERED) 3 01/10/18 Revision 3-Structural Mod — I @ STUD LAP EXISTING WALLUEXISTING BLOCKINGBEAM, SEE PLAN 401011 WAWA 1 (FIELD VERIFY) T.O_STL. P.T.4x8 CONT. EXISTING WALL EL. (SEE PLAN) 0 I a FLAT SLEEPER EXISTING TRUSS (ROTATED 90 DEGREES @ SIM. EDGE NAILING 8d SHEET TITLE: co PROVIDE 2X4 BLOCKING @ 24"O.C. BENEATH NOTE: SEE 7/S-5004 °e 6' O.C. MIN. (TYP.) STRUCTURAL DETAILS KICKER AND BETWEEN TRUSSES W/LUS24 A FOR CANOPY AND HSS BEAM, SEE PLAN co HANGERS TO SUPPORT PARAPET @ SIM) STOREFRONT INFO 4 NOT SHOWN SCALE:AS SHOWN 0 SECTION © SECTION 3 SECTION NScale 3/4"= 1'-0" scale 3/4"= 1'-0"Lo SHEET NUMBER: N scale 3/4"= 1'-0" S-5003 NOTE:ALL EXPOSED STEEL SHALL BE HOT-DIPPED GALVANIZED.APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. Ngt* BRACE END OF CANOPY UNTIL TIE BACK IS INSTALLED iihr ., 1-12 CONT. POST ANGLE-CHANNEL , COPE FLANGE (PER PLAN) 3/16, 1-12 AS REQUIRED EXISTING BEAM I , FINISH EXISTING COLUMN 1/4"STIFFENER NOTE:ALL EXPOSED STEEL SHALL BE HOT-DIPPED (PER ARCH.) GALVANIZED.APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. NOTE: EXISTING TRUSSES NOT 1/4"STIFFENER PLATE PLATES@ EACH L4x3x3/8x8 1/2"LG. CANOPY BEAM T/STEEL W/(3) 3/4"DIA. BOLTS SHOWN FOR CLARITY EACH SIDE WALL SHEATHING TYP 1/4, , �EL. _(SEE PLAN) _to EXISTING BEAM u/ METAL SEE NOTES HSS PER PLAN (PER PLAN)METAL K 1§1 r11„ (ER PLAN � PER PLAN K ( ) ) ( ) ©2017 STARBUCKS COFFEE COMPANY ` �S CHANNEL(PERPLAN) ' �— L STARBUCKS COFFEE t:1- 11_11. ' CEEANP 5/S-5004IEFOR ' S COMPANY CANOPY/TIEBACK EXISTING WALL r----1 �� r 1/4"CAP PLATE ` INFO. NOT SHOWN 2401 UTAH AVENUE SOUTH Hike L3x3x3/8 itr1/41/4 ` 3/16, ► (ER PLAN) SEATTLE, WASHINGTON 98134 �� CONT. L2x2 POST HSS5x4x1/4 STUB _ (206) 318-1575 ANGLE SUPPORT / 3/16, , SEE PLAN h_— a� A @EACH CANOPY KTYP.` TYP• THESE DRAWINGS AND SPECIFICATIONS ARE SHSS BEAM,EE PLAN ►wI I— B/CANOPY A \ CONFIDENTIAL AND SHALL REMAIN THE SOLE SEE ARCH. STOREFRONT PROPERTY OF STARBUCKS CORPORATION, HSS SECTION SECTION WHICH IS THE OWNER OF THE COPYRIGHT IN 9 REF.ARCH. �� TYP. THIS WORK. THEY SHALL NOT BE (PER PLAN) Scale 3/4"= l'-0" Scae 3/4"= l'-0" 1/4 REPRODUCED(IN WHOLE OR IN PART), SHARED STOREFRONT TYP. A WITH THIRD PARTIES OR USED IN ANY MANNER REF.ARCH. �_ 1/4"CAP PLATE ON OTHER PROJECTS OR EXTENSIONS TO THIS THOUT THE PRIOR WRITTEN 6" TYP. CONSENT OF PROJECT I S ARBUCKS CORPORATION. 4 TYP 1/4 NOTE:ALL EXPOSED STEEL AND CONNECTION 1 0 SECTION THESE DRAWINGS AND SPECIFICATIONS ARE 1/ , MATERIAL SHALL BE HOT-DIPPED GALVANIZED. Scale 1"= 1'-0" INTENDED TO EXPRESS DESIGN INTENT FOR A 1/2"TAB PLATE APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. PROTOTYPICAL STARBUCKS STORE (WHICH IS SECTION 2112" SNOT REFLECT C UAL SITE CONDITIONSUBJECT TO CHANGE AT ANYTIME)AND . Av, ik NEITHER PARTY SHALL HAVE ANY OBLIGATION CaDNOR LIABILITY TO THE OTHER(EXCEPT STATED scae 1"= 1'-0" #2 CLEVIS W/3/4"0 ABOVE) UNTIL A WRITTEN AGREEMENT IS � -_ _-•' \ND YP.) FULLY EXECUTED BY BOTH PARTIES. 3" PL3/8x5 1/2x0'-11" /8"0 ROD WITH NOTE:ALL EXPOSED STEEL SHALL BE HOT-DIPPED MAX. HREADED RODS STARBUCKS TEMPLATE VERSION 12017.05.18 GALVANIZED.APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. 1 t/2„� \ / w/(4) 1/2"0x6"LAG TURNBUCKLE (TYP.) SCREWS INTO 6x POST = t0o PROA-to U 0� aC,I N ev SiO 2 17- TYp —7\t—� _-__NL—_-__NL- 3/8”TAB PLATE- w NOTE:AALL EXPOSED STEEL SHALL BE HOT-DIPPED �c\ �85692PE 1/4ozy CONT. POST ANGLE TO MATCH ROD co GALVANIZED.APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. 0 (PER PLAN) • \ CONT. POST /TAB PL-CL ,!REGON METAL DECK rm. > 0 (PER PLAN) �e FINISH tet \HSS a 26/18 CONT. L2x2ANGLE (PER PLAN) / 3/16/ 1/2x6x0'-6"KNIFE PLATE (PER ARCH.) tn.' 1/4 FINISH 1Y13,20� SUPPORT - CONT. L2x2 CONT. POST jOMN N.Olt w/(2)5/8"0 THRU BOLTS (PER ARCH.) 7 METAL DECK O!pr ANGLE SUPPORT (PER PLAN) (PER PLAN) (PER PLAN) r SEELNOTESTMING EXPIRES:06/30/19 f\s• IIMETAL DECK /'.- I I I N HSS L (PER PLAN) e I ° " N (PER PLAN) GPD Engineering and Architecture B/CANOPY PL1/2x5 1/2x0'-8"w/(4) 1/2"0x6" Professional Corporation SEE ARCH. LAG SCREWS — SEE 5/S-5004 FOR I\- PL1/2x5 1/2x0'-8" , B/CANOPY [� ►� , 520 SOUTH MAIN ST. SUITE 2531 CHANNEL CHANNEL HSS w/(4) 1/2"0x6"LAG SCREWS HSS SEE ARCH. l- CANOPY/TIEBACK AKRON, OH 44311 (PER PLAN) (PER PLAN) (PER PLAN) ( ) n p (PER PLAN) INFO. NOT SHOWN P: 330.572.2100 F: 330.572.2101 MITRED CHANNEL (Hp GPD PROJECT NO: 2016355.37 CORNER> ` VENEER } (PER PLAN) L A (PER PLAN) 3/16\ (PER ARCH.) TYP. <TYP. Il TYP. \ 1-12 1/4/ 1/4/ ANGLE-CHANNEL > /� STOREFRONT ,, / 3/16 1-12 �/ REF.ARCH. <TYP. / 0 < TYP. E. �— < ANGLE-CHANNEL 1/4/ 6 3/16 1-12 to 0A _ Le 0 TYP. CANOPY SECTION AT CHANNEL 5 TYP. CANOPY SECTION AT ROD BRACE TYP. CANOPY SECTION AT ROD BRACE oo U N N- .0 4 Scale 1"= 1'-0" scae 1". 1 -0 V Scale 1"= 1'-0" w EXISTING ROOF Oa i Q DECK 0 co = EXISTING LEDGER Y N (FIELD VERIFY) I-1— N ADDITIONAL CANOPY INFORMATION (n N O NOT SHOWN FOR CLARITY411-06 SEE DETAIL 5/S-5004 FOR = co Q SEE DETAIL 5/S-5004 ADDITIONAL INFORMATION W 0- e ME. FACE OF WALL f 1 I \ Z u_ Q O U NOTE:ALL EXPOSED STEEL SHALL BE HOT-DIPPED F CANOPY KING POST HGA10 CLIP T& B-TYP. NOTE:ALL EXPOSED STEEL SHALL BE HOT-DIPPED GALVANIZED.APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. LC U U r cc (PER PLAN) (USE 1 1/2"SCREWS TO POST GALVANIZED.APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. v 0- &3"SCREWS TO STEEL BEAM) WALL FRAMING & A O O EXISTING WALL SHEATHING PER PLAN ^ Nco FRAMING (PER PLAN) N n: a I— 1..1. a r V N a HSS(PER PLAN) co 3 SIDE 3/16", I' T/HSS STORE #: 3389 r 2x BOTTOM PLATE A35-TYP. EACH STUD I dti>�` $ PROJECT #: 15375-032 Co' w/(2) HILTI X-U PINS TO BEAM C E -- AT 6"O.C.TO BEAM I, ISSUE DATE: 100%09.08.2017 _, DESIGN MANAGER: RYAN WONG . — lP.. - LEEDO AP: SUZANNE SULLIVAN o I .',, T/BEAM I L. 1 ` N d PRODUCTION DESIGNER: HEB 0 , TYP. ; P CHECKED BY: TOM CONNER I �_ �_ �- �_ I I 1/4" IL/ �� B/CANOPY 4x10 BLOCKING WITH �` Revision Schedule Co _ __ SEE ARCH. (6) 16d END NAILS @EACH END a) 2L-2x2x3/16x0'-4"LG. L N a Rev Date By Description re w/(2) 1/4"0 THRU BOLTS A _• 3 01/10/18 Revision 3-Structural Mod (J 2x6 SOFFIT BEAM AT AT EACH SOFFIT BEAM 3'-0"O.C. MAX.AT 10'-0" (TYP.) 1 1/2" 1/4x5x0'-10"MOUNTING MAX. SPAN(TYP.) (TYP.) L SDS TO BILOCKING 0 x 3/1/2" - BEAM (PER PLAN) SOFFIT&ATTACHMENT 0- i PER ARCH. (10 PSF MAX.) SHEET TITLE: 03 SECTION A A STRUCTURAL DETAILS od CANOPY SOFFIT FRAMING ( TYPICAL CANOPY POST CONNECTION AT BEAM CANOPY HSS TO WOOD WALL AT HSS w/o ROD BRACE co 0 scale 1"= 1'-0" \-, Scde 1"= 1,_0" © Scale 1"=l'-0" SCALE:AS SHOWN 0 N SHEET NUMBER: to CN S-5004 9'-1"MIN ir 10'-1"MAX. CLR. t ,1 btOe I' , / \ U, z N t" I m i I i fr. ....; Ilik V- b EN 0 to o Lo el M CONCRETE INFILL AT f 2._3" 37. I I WINDOW BUMP-OUT o I r O N CONCRETE ©2017 STARBUCKS COFFEE COMPANY I iv PLAN Z F WINDOW PER ELEVATIONS o STARBUCKS COFFEE I a COMPANY VZ DETECTOR LOOP 2401 UTAH AVENUE SOUTH b I v Ulm CENTERED ON WINDOW 2" I N SEATTLE, WASHINGTON 98134 OPTIONAL I OPTIONAL I (50 GRADE.BELOW ROUTE(1NISHED (206) 318-1575 5'-0" SEAM SEAMcc ^ CONDUIT TO DRIVE THRU �/ WINDOW AND TERMINATE THESE DRAWINGS AND SPECIFICATIONS ARE p NEAR TIMER SIGNAL CONFIDENTIAL AND SHALL REMAIN THE SOLE O I PROCESSOR (TSP) PROPERTY OF STARBUCKS CORPORATION, DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC WHICH IS THE OWNER OF THE COPYRIGHT IN I NON-ILLUMINATED BOLLARD, SEE THIS WORK. THEY SHALL NOT BE ARROW - EXIT ARROW - SINGLE ARROW - DOUBLE - DETAIL THIS SHEET. REPRODUCED(IN WHOLE OR IN PART), SHARED , z WITH THIRD PARTIES OR USED IN ANY MANNER 72 scale 1/2"= 1'-0" 8 Scale 1/2"= 1'-0" 9 Scale 1/2"= 1'-0" Eo IXO - WINDOW PER ELEVATIONS. ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN 2 NON-ILLUMINATED BOLLARD, SEE CONSENT OF STARBUCKS CORPORATION. z DETAIL THIS SHEET. THESE DRAWINGS AND SPECIFICATIONS ARE p \ INTERIOR FINISH GRADE INTENDED TO EXPRESS DESIGN INTENT FOR A H PROTOTYPICAL STARBUCKS STORE(WHICH IS EXTERIOR FINISH GRADE SUBJECT TO CHANGE AT ANYTIME)AND DO A3'-0"x 3'-0"MIN. CLEAR NOT REFLECT ACTUAL SITE CONDITIONS. AREA FOR CONTROL BOX 2'-6" 4'-0 1/4" 7'-3 1/4" \ NEITHER PARTY SHALL HAVE ANY OBLIGATION 20° NOR LIABILITY TO THE OTHER(EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS (2) CONDUIT FROM CONTROL r FULLY EXECUTED BY BOTH PARTIES. BOX, ROUTE TO DRIVE THRU I I 16'-4 3/4" / ELEVATION WINDOW STARBUCKS TEMPLATE VERSION 12017.05.18 (1) CONDUIT FROM CONTROL I MIN. CLR.AREA I (1) CONDUIT, ROUTE BOX, ROUTE TO ELECTRICAL / TO ELECTRICAL PANEL DTE - DRIVE THRU WINDOW BUMP-OUT PANEL I EDA I � \\ I 10 scale 1/4"= 1'-0" V MARK S.5:1T '1sl{ Cn OUTLINE OF DIGITAL r---'--I i--� CONCRETE FOOTING, ", ��'j ORDER SCREEN CONTROL I / SEE STRUCTURAL -, .'?' BOX ON CONCRETE I I I FOOTING. I� Ott -J \ I / OUTLINE OF MENU AKRON, OH n (1)CONDUIT, STUBUP uJ ,� /0 \ BOARD • NO. 6038 • BETWEEN CANOPY MESH AND Q I \ I �I" �•� 2'-6 1/2" BACKSIDE OF DOS FOR '7 d �(�\ . , - ��1 �`J �T- rn / / "Q CANOPY UPLIGHT, ROUTE TO v U �� Y" - r'.- / - Y "� `,� .* Will f1 ��'. SIGNAGE POWER _ _Nc in 1 j / NON-ILLUMINATED I� I 1/96/18 BOLLARD 1 ti iv� \ r II Ioias o \\\ , i� I 4 - - - , - II \ a M �\ GPD Engineering and Architecture 1 CONCRETE FOOTING, SEE STRUCTURAL o d m CorporationProfessional SIGN WITH BASE AND PLATE En OUTLINE OF DIGITAL ORDER SCREEN z COVER(BY STARBUCKS) 520 SOUTH MAIN ST. SUITE 2531 AKRON, OH 421 1 EDGE OF CONCRETE CURB f _� P: 330.572.2100 F: 330.572.2101 CONDUIT TO CONTROL BOX CONDUIT GPD PROJECT NO: 2016355.37 DETECTOR LOOP CENTERED ON DIGITAL ORDER SCREEN 2"(50MM) BELOW FINAL GRADE IN CONDUIT FINISH GRADE OR SAWCUT. \ y CANOPY ABOVE N I I CONCRETE FOOTING, SEE - I I I STRUCTURAL Ct I L _I I 1 o I C DTE - 5 PANEL 20° DT MENU BOARD, DIGITAL ORDER SCREEN WITH CANOPY 6 DTE - MENU 5 PANEL FREESTANDING I— o scale 1/2"= 1'-0" scale 1/2"= 1'-0" A U W I N _ I06 2 W _U CO I I LLN o NOTE: UNDERGROUND ELECTRICAL CONDUITS FOR I I U rn DRIVE THRU EQUIPMENT FURNISHED AND9�-� CLEARANCE Q W < U INSTALLED BY GC WITH PULL STRINGS. FOOTINGS Q — o =0 BY GC. 1- �- �_ w U U U O Q it co U W Q W N 0 8 N- 0 co r D D_ r H ca I STORE #: 3389 N 5" PROJECT#: 15375-032 N t t ISSUE DATE: 100%09.08.2017 E }1, 0„ rei/ DESIGN MANAGER: RYAN WONG U BACKSIDE ELEVATION CUSTOMER 2'-2” LEEDO AP: SUZANNE SULLIVAN -1 1/4" ELEVATION 2' 00 je il) el IF VARIES, SEE SITE PLANdr PRODTI HEB CHECKED BY: TOM CONNER / ORHE I y EMT THANK Q`(n`QlE L/I b Revision Schedule N ©�dYSIGN WITH BASE YOU I N AND PLATE COVER o AND PLATE OVER Rev Date By Description o (BY STARBUCKS) SIGN WITH BASE AND (BY STARBUCKS) U _ in I PLATE COVER(BY I I FINISH GRADE STARBUCKS) FINISH GRADE - CONCRETE FINISH GRADE �� FOOTING, SEE I FINISH GRADE N SHEET TITLE: a - - STRUCTURAL I L CONCRETE 1 CONCRETE FOOTING, SEE I CONCRETE FOOTING, JFOOTING, SEE � ARCHITECTURAL SITE to N I I I I I I I % I STRUCTURAL I I STRUCTURAL SEE STRUCTURAL �I 3/4"CONDUIT FOR I I I I I I I DETAILS 11 1 POWER I►, ► 1 I I II I I ( SCALE:AS SHOWN co NSHEET NUMBER: N 0 DTE DIRECTIONAL SIGN © Scat,DT1E _ 1DIRECTIONAL SIGN - ENTRY C DT1E - CLEARANCE BAR \� DT3E _ 1NON-ILLUMINATED BOLLARD A-1003 SIGNAGE TO BE SUBMITTED UNDER SHEET NOTES EXTERIOR ELEVATION NOTES NbttI)1r. Q;_. AL SEPARATE PERMIT BY OTHERS - 1. LACK ACRYLIC STORE ADDRESS ON(7BLAZING OR PER LOCAL JURISDICTIONAL A. GENERAL CONTRACTOR ORDINATE AND SCHEDULE SIGNAGE INSTALLAT ON WITH TO OTHE SIGNAGE CONTRACTOR SHOWN FOR REFERENCE ONLY. CODE REQUIREMENTS. PROVIDING WEEK PRIOR DATE OTICE OF4WEEKS OF AND1I 2. SEE BUILDING ROOF PLAN ON A-1501 FOR MORE INSTALLATION. STARBUCKS CONSTRUCTION MANAGER INFORMATION. TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. 3. UNDERSIDE OF CANOPY MTL-4. fl B. GENERAL CONTRACTOR SHALL COORDINATE WITH 4. NEW EXTERIOR LIGHT SCONCE. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ©2017 STARBUCKS COFFEE COMPANY ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT,WIRE, 5. NEW PATIO RAILING. CONNECTIONS,AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. STARBUCKS COFFEE 6. NEW BIKE RACK. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED COMPANY WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT 2401 UTAH AVENUE SOUTH SIGNAGE. SEATTLE, WASHINGTON 98134 D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND (206) 318-1575 LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP THESE DRAWINGS AND SPECIFICATIONS ARE DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS CONFIDENTIAL AND SHALL REMAIN THE SOLE DESIGNER FOR APPROVAL. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN THIS WORK. THEY SHALL NOT BE COMPLIANCE WITH LOCAL JURISDICTIONAL REPRODUCED(IN WHOLE OR IN PART), SHARED REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD WITH THIRD PARTIES OR USED IN ANY MANNER APPROVAL. ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSENT OF STARBUCKS CORPORATION. 2 •� 1 STARBUCKS CONSTRUCTION MANAGER AND TO THE THESE DRAWINGS AND SPECIFICATIONS ARE -300 -300 �1 GENERAL CONTRACTOR AS NEEDED. GENERAL INTENDED TO EXPRESS DESIGN INTENT FOR A CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION PROTOTYPICAL STARBUCKS STORE (WHICH IS 30'-2" MANAGER IMMEDIATELY IF SHOP DRAWINGS ORINSTALLATION IS SUBJECT TO CHANGE AT ANYTIME)AND DO NL SITE CONDITIONS. / / ARCHITECTURAL IDRAWINGSN ANCY WITH STARBUCKS NEITHER PARTY SHALL T REFLECT AHAVE ANY OBLIGATION /lie 0 1/2" g'_9" / 8'- 10 3/4" 9'-9" 10 1/27"I/ NOR LIABILITY TO THE OTHER(EXCEPT STATED EQ /EQ G. GENERAL CONTRACTOR TO CLEAN, PATCH AND ABOVE) UNTIL A WRITTEN AGREEMENT IS / / / REPAIR EXISTING EXTERIOR AS REQUIRED. FULLY EXECUTED BY BOTH PARTIES. MTL-1 BRK-1 / 14'-8 3/4" 9'-4"I 5' 9 / BRK-1 MTL-1 0 MTL-1 I H \ TOP PARAPETS STARBUCKS TEMPLATE VERSION i2017.05.18 I WD-1 S 13163 • ' _ " 111? x = 1 1 N. PARAPETIS_ EXTERIOR FINISH SCHEDULE �r7�� f� -_i 'f d S 14533 Ti 1 i - A iq 16' - 0° I V" \1AftF S.5:11.OYIsK �t1 + w TAG MATERIAL FINISH/STYLE COLOR RESPONSIBILITY (� AKRON, OIi r; 1 \ ui, `1)) � GON/C 4G� \ BRK-1 BRICK VENEER FACE BRICK-SLIM BRICK SLIM BRICK CLADDING GC ■ NO. 6036 ■ ' MUTUAL MATERIALS-EBONY-MISSION �(�� 'r RUNNING BOND a r s r, ITT I ? r t d / -/ �'"` EQTEQ �� _ , lii ,A111/4 r—rT-i f MATCH SHERWIN WILLIAMS SW 7018 ��ccc 1/26/18 --'�� --�- '� \ ano P578-ES GC ItAba MT 8 C 7 1/2° INTEGRAL TER TEGRAL COL RNT / EQUITONE "DOVETAIL"•, NCD/AKZO COAT PAINT-EGGSHELL MONTEREY. USE PRIMER CP-1: NCS-S 4500-N; OLD r N 1 O �n� MTL-4 AKZO NOBEL-30YY 33/047 L4 I ` �1 ,\ © MTL-1 I METAL COPING PRE-FINISHED MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC `'. 4 N MTL-2 ALUM. STOREFRONT I ANNODIZED DARK BRONZE GC GPDEngineeringandArchitecture N H MTL-2 I I Professional Corporation MTL-3 H.M. DOOR AND FRAME PAINT MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC i�.i-' 1i= r:i z i-z _ s _; n I I 520 SOUTH MAIN ST. SUITE 2531 b MTL 4 METAL CANOPY POWDERCOAT MATCH RAL#7021 MATTE M0028-"FLAT BLACK' GC AKRON, OH 44311 E7/) T r) >� T ;SO O I P: 330.572.2100 F: 330.572.2101 WD-1 WOOD SIDING 6"NOM. RESYSTA-BURMA RESYSTA-BURMA COMPOSITE-C 08 GC COMPOSITE GPD PROJECT NO: 2016355.37 IL �'_o � T, _ _ \Iii, \ — Interior 1st Floor \ ° I 0" MTL-2 291-9" 4 3 ci FRONT ELEVATION 0 (O 2 Scale 1/4"= 1'-0" U I 1,2 Y H U CO e) I ix 0 B3 (A) °� = M Q _U I. N Y © 1 a I � � Ir '-300 '-300 ® CA I I I r , co pa_ I BRK-1 © 13163 MTL-1 U 0 O Iii 1'-0" 9'-0" 9'-43/4" 9'-0" 1'-0' EQ EQ Q 0 P578-ES MTL-1 o MTL-11iii- II - 'r — — — — _ - — TOP — T U �— I- ©. WD-1 PARAPET — Uit b U a === 11 Nb*o, .. -3003 O -300 • 0 1- - _ _ _ - _ - - _ _ _ -1 � _, I ROOFTOP MECHANICAL UNIT, SEE TYPICAL ROOF CONSTRUCTION L - _ - - -L _ - _ - - - _ — _ — _ _ _ Th • i MECHANICAL DRAWINGS. \\` SINGLE-PLY MEMBRANE ROOFING 1/2"HD WALK BOARD I POLY-ISO RIGID INSULATION BOARD I _ PARAPET Ik - I - - - - - - - (R-30 MIN) - 16' - 011 r .--PLYWOOD SHEATHING PER STRUCTURAL - -- - n ©2017 STARBUCKS COFFEE COMPANY I I � 1 , WOOD TRUSSES PER STRUCTURAL I i i I I a.._____ _�� _ / j I I STARBUCKS COFFEE \ t' ` ,I _ a a a .I� a .1... m. ' I COMPANY I F _ — / 1 parr 1111-" """-' - 2401 UTAH AVENUE SOUTH Zinkt a i 1111- `■ I . II1 I SEATTLE, WASHINGTON-1 98134 5 I I S-1501 I THESE DRAWINGS AND SPECIFICATIONS ARE o I s T� i1I 1 1 te �s. �_ IIQ®' !I 1-'1 y CONFIDENTIAL AND SHALL REMAIN THE SOLE ._ j1l . WVMilii�1 PROPERTY OF STARBUCKS CORPORATION, e. l-!!1 — I WHICH IS THE OWNER OF THE COPYRIGHT IN lit _ , I THIS WORK. THEY SHALL NOT BE SIIIIIIIIIIS lI� 1 Canopy 4 REPRODUCED (IN WHOLE OR IN PART), SHARED III I - I 8' - 7 1/2" I� WITH THIRD PARTIES OR USED IN ANY MANNER � ON OTHER PROJECTS OR EXTENSIONS TO THIS /3 I PROJECT WITHOUT THE PRIOR WRITTEN II _ _ _II CONSENT OF STARBUCKS CORPORATION. \ t- THESE DRAWINGS AND SPECIFICATIONS ARE I INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBECT TO CHANGE AT ANYTIME)ANDS DO 3003 NOT REFLECT ACTUAL SITE CONDITIONS. NY OBLIGATION NOR LIABIITHER LITYTO ARTY THE OTHER ALL (EXCEPT STATED I I ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. 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NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED — ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. , d Ie STARBUCKS TEMPLATE VERSION 12017.05.18 I I ,wgE1) ARO, � 5001 12 IN, V MARK S.SALOPRK zt} 41 n1 Interior 1st Floor _ No sons • Y 011 -III=ffl-III- II -. a a - 1- -� �- 9 • - -. -J . .... .... ... I—III—III • .■sr^s==t:'spa-�ra'.:Y_.' -.._�'.[ _d . -L 4a__ •rX t : .....ii--:-..-C?? :..•�___ --`_.,f_-:_-- '.._-._. -:.�.`.�+- _ , . b'_-._� :_u— -- o._--• - • ' «"III—III •I I I _ s -I I 1=1 I L=1 I I . , _ - - - - - - - - - - - - - - - - - - - - - - -� �' a ",_ I III III- �'Y _ - _ E =1111'11=1I I-111=111=111-111=111=11 L=11 L=1Tf-M=111=1 =111=411=111=111=111=I1I-111-11 L=111=I I1= I-1 EXISTING CONCRETE SLAB. 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SUITE 2531 3004 P: 330.572.2100 F: 330.572.2101 TYPICAL ROOF CONSTRUCTION 1 2 GPD PROJECT NO: 2016355.37 SINGLE-PLY MEMBRANE ROOFING -300 300 I 1/2"HD WALK BOARD I I ROOFTOP MECHANICAL UNIT, SEE POLY-ISO RIGID INSULATION BOARD - , 1 MECHANICAL DRAWINGS. (R-30 MIN) PLYWOOD SHEATHING PER STRUCTURAL _1 I _ — I TOP PARAPET o - - I — — — , — - ; �VOOD TRUSSES PER STRUCTURAL —I. i . 171 _ 011 -,:, .- - -- _ --- .,. - - - - .� PARAPETi — ---_----------------- I I� I 00 a) 4ti �I ---------- 1 -- Al _ _ �,�� ` •��...u�l•'..a��\:�.�J��\�-.iiiGr._. .....,. -•oma►.�.l��p, �..\��P..._v.� V.�_ _ �� - .-g■�t/ I� ► L II ill APrilir iii o gigjel o .► �`o I!!!111111111111 _ lal r = 0 Q r : ►� ■ 111 �1 •. a► U o is Allill EW iii • • • • I—U -I _- II .r Canopy U r Et i s ► U U We � � � � IE �1 � 8 - 7 12 w O Q n- 6 �1 OQ O ti --- ' ' N '-5002 T— o __ ill IT as ft 0 3 M I u, I I STORE #: 3389 w EXISTING WALL i i ` I PROJECT #: 15375-032 E WI INSULATION —Th, 1 I ISSUE DATE: 100%09.08.2017 j DESIGN MANAGER: RYAN WONG E I ' I I LEEDOAP: SUZANNE SULLIVAN o 4 PRODUCTION DESIGNER: HEB p4 I I _ I I CHECKED BY: TOM CONNER 111 -4 t i // Revision Schedule ►i i I I I I � I Rev Date By Description u) I I 1 I 3 01/10/18 Revision 3-Structural Mod U .. 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PATCH AND REPAIR I=111=111=1 I=111=111=111=111=111=111=11 E 11E1 I =I 11=1 11=1 EH 1=111=111=111= 11=1111 I H I E I H 11=111=11 I 111=111=1 I - - - -111-III-III-III-III-1 -1 I1I 1=1 I1=1 1111 1111 a . -1 I i t i I_I I I_I I1�I I-1I I I I I_I I1 I_I 11_1 CI 1 11 I I = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ 111 111 1111 I- I - - - - - - - - _ =11 =1 1=III=111_111_III-111111_III-III-III=111-III-III-I RE uIRED FOR sMooTH F1NISH AND INSTALLArI " -111-111_111-111-111-111-111-111-111111-111111-111=III_111-111-i7-111-111-IICIIIJII_III_I11=111_1 1-II JIL ��"• .'-;111-111-111- 1-111-111-11 L111-111- 1I-11LI 11�1 I- 11 11 _ _ _ _ _ _ _ _ _ _ _ _ _ AS o ON _ _ _ _ _ _ _ _ _ _ _ _ _ = J _ _ _ _,' SHEET TITLE: - - - - - _ _I I la- I-III-I H I-III-I 11-I I I_I I_I I I-I 1 I_I I_I I I =1 1=1 1=1 1=1 1=1 1=111=1 11=1 11=1I -I I I_I I I_I I I_I I_I I_I I I-I 11=1 1=1 =1 1=1 1=1 1=1 1=1 1=1 I_I I�I I_I I I_I I I-III- I I_I I I I-III I I I_I I I_ a II�III-III-111-111-I , " �1I1-111-111=LII=llI-II1 1� _ _ _ _ _ _ _ _of NE WTI LE FLOORING.- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ El _ _ E-111=11 1_ _ F- - - _ _ _ - - I 1- - - - •_ - _ _ _ _ _ _ _ = 1=111=111=1I CI I I_I11_I I I-11 i I I-111_1 I-III -, I I I I I_I I_I I I=1I I=1I =1I�I I—III—III—II1—I— II—III—III—III—III—I I I_I I I_I I I_I I I—I I_I I_I HI HI I_I I I I_I _III—IIII-1I I—III—I I I_I II=ITI=ITI=III=III=11 = =I o _ — 11 I 1111_11 „_I 11 I L I I I, r„I 111 I-1 j I'1 1, 1111 — I I I 111 I 111 �I I I Y 1111 I —I 11—III—III-111—I 11—I 1—III-I 1—III—III-III-III-III-I 1-I 1 -1 I-III-III-I 1 I-I 1 I-III-III-III-III-I 1 I-III-III-III-III-III-III-III-I I -III-III-1 I-III-III-1 I I�I -AmiIII-III-I 1 -I I II I I-I ITI I I—III—III—III—III I 11111, BUILDING SECTIONS N v CROSS SECTION AT DRIVE-THRU - - - - - - - - - - SCALE:AS SHOWN 5 (i) scale 3/8”= 11-0" N SHEET NUMBER: N N A-3002 T . tt, kr ; Aik O ® © TYPICAL ROOF CONSTRUCTION SINGLE-PLY MEMBRANE ROOFING ©2017 STARBUCKS COFFEE COMPANY 1/2"HD WALK BOARD POLY-ISO RIGID INSULATION BOARD STARBUCKS COFFEE (R-30 MIN) I 1 PLYWOOD SHEATHING PER STRUCTURAL COMPANY WOOD TRUSSES PER STRUCTURAL 2401 UTAH AVENUE SOUTH a a 0 1 SEATTLE, WASHINGTON 98134 (206) 318-1575 •-5003 I TYPICAL ROOF CONSTRUCTION • 5003 -5003 THESE DRAWINGS AND SPECIFICATIONS ARE SIM. SIM. CONFIDENTIAL AND SHALL REMAIN THE SOLE SINGLE-PLY MEMBRANE ROOFING PROPERTY OF STARBUCKS CORPORATION, PARAPET _ 1/2"HD WALK BOARD 1 _ PA_RAPET I WHICH IS THE OWNER OF THE COPYRIGHT IN - - - POLY-ISO RIGID INSULATION BOARD - _ __ _ _ _ _ _ _ PARAPET THIS WORK. THEY SHALL NOT BE 16' - �" TYPICAL WALL CONSTRUCTION -RESYSTA SIDING/ I 1 I (R-30 MIN) I I 16' - 0" I ' I 16' - 0" REPRODUCED(IN WHOLE OR IN PART), SHARED RAIN SCREEN • PLYWOOD SHEATHING PER STRUCTURAL , ' TYPICAL WALL CONSTRUCTION -RESYSTA SIDING/ WITH THIRD PARTIES OR USED IN ANY MANNER WOOD TRUSSES PER STRUCTURALA,- ► ON OTHER PROJECTS OR EXTENSIONS TO THIS I I - I I I _RAIN SCREEN PROJECT WITHOUT THE PRIOR WRITTEN HORIZONTAL RESYSTA SIDING I ) PARAPET ' CONSENT OF STARBUCKS CORPORATION. (SEE EXTERIOR ELEVATIONS FOR FINISH&SIZE) _ - BRACING, PARAPET HORIZONTAL RESYSTA SIDING '� THESE DRAWINGS AND SPECIFICATIONS ARE 1X FURRING STRIPS VERTICALLY AT 24"O.C. SEE 1/S-5003 BRACING, . �I J (SEE EXTERIOR ELEVATIONS FOR FINISH & SIZE) INTENDED TO EXPRESS DESIGN INTENT FOR A W.R.B. (2 LAYERS) - I SEE 1/S-5003 ► 1X FURRING STRIPS VERTICALLY AT 24"O.C. .� PROTOTYPICAL STARBUCKS STORE (WHICH IS PLYWOOD SHEATHING PER STRUCTURAL PARAPET ► W.R.B. (2 LAYERS) SUBJECT TO CHANGE AT ANYTIME)AND DO 2X6 FRAMING PER STRUCTURAL 4I PLYWOOD SHEATHING PER STRUCTURAL R-19 BATT INSULATION N1/4: SEAL/NG, NOT REFLECT ACTUAL SITE CONDITIONS. SEE 1/S-5003 TYPICAL WALL CONSTRUCTION-RESYSTA SIDING/ �i 2X6 FRAMING PER STRUCTURAL NEITHER PARTY SHALL HAVE ANY OBLIGATION (W/VAPOR BARRIER ON INSIDE) I RAIN SCREEN / 4I R-19 BATT INSULATION5/8"TYPE 'X' GYPSUM WALLBOARD TO 6"ABOVE NEW ► NOR LIABILITY TO THE OTHER EXCEPT STATED .` (W/VAPOR BARRIER ON INSIDE) ROOF 1i a�s4 ► i ABOVE) UNTIL A WRITTEN AGREEMENT IS CEILING i— �-��w�,��•��+��.- ��, � HORIZONTAL RESYSTA SIDING - �' til 5/8"TYPE 'X' GYPSUM WALLBOARD TO 6"ABOVE 7 �� h, —_ �I FULLY EXECUTED BY BOTH PARTIES. ,// I\\', i �� i� (SEE EXTERIOR ELEVATIONS FOR FINISH &SIZE) I .►, CEILING ,�� 1X FURRING STRIPS VERTICALLY AT 24"O.C. ► 'MIMI I ii W.R.B. (2 LAYERS) _ _ _ _ _ _ _ _ _ _ _ _ — — — — — - -41 STARBUCKS TEMPLATE VERSION 12017.05.18 'i- • . - PLYWOOD SHEATHING PER STRUCTURAL $' * 2X6 FRAMING PER STRUCTURAL _ '�i AY- ' �� I 0 / R-19 BATT INSULATION 'mo 0 1f I J// SGYPSUMWALLBOARDFO 11Iitt44�' 5/8" 6"ABOVE SIGNAGESEE I AKRON, OH ,...zELEVATIONS 1 - • NO. 6036 • I 1114 0 1/26/18 40. __ E _40-...... - i • 7 1 . a Canopy — I — — �I . LIII‘ — _ ��, _ Cano Canopy AS GPD Engineering and Architecture 8' - 7 1/2" 8' - 7 1/2" I� ( 8' 7 1/2" Professional Corporation 1 — — — — — — — — — — — — ' - - - - - - — " - - - - - - - - 520 P: 3 SOUTHMAINF 330.572.2101 5001 IP SEE STRUCTURAL AKRON, OH 44311 DETAIL 7/S-5004 uI I 3 I i SIM. ••S GPD PROJECT NO: 2016355.37 I A I TYPICAL WALL CONSTRUCTION -RESYSTA SIDING/ U RAIN SCREEN HORIZONTAL RESYSTA SIDING (SEE EXTERIOR ELEVATIONS FOR FINISH &SIZE) o 1X FURRING STRIPS VERTICALLY AT 24"O.C. o U NEW STOREFRONT DOOR PER SCHEDULE ► NEW STOREFRONT EXISTING WALL CONSTRUCTION I le Y I I HM U W N ri 05 LU Q I U CO co LL N ti I U cc a O L L11 •••••• > 0 -F-- I >(/) m I w V W p Q d 10 3 o / 5001 11 a L.L 0_ I— / 11� h SIM. ••-5001 Lo N. 1 1 EXISTING CONCRETE EXISTING CONCRETE ,--1 - • c p 5001 _,� ESB I EXISTING �/ SLAB I STORE #: 3389 T CONCRETE SLAB I NEW PATIO CONCRETE& PROJECT 5375 032 N Interior 1st Floor • _ Interior 1st Floor �- STEM WALL, SEE STRUCTURAL I Interior 1stFloor #: 1 c - - ° . a ; ' .°' ` .. °. 1-4:-• •..- a - . - - • - _ = I 1=III=III=I 11=III=III=III=n r— "-I � � - II a - , ° — ISSUE DATE: 100%09.08.2017 ° ` - ` • 11 1 11 II 111=111=111=111=1 I 1=11 I=1 I I=11 I=111= 11=1 I 1=1 I --111I 1 I - . _ - ` - ' ° •x: . _ DESIGN MANAGER: RYAN WONG E :111=1 I III1 I I=1 I 1-5111111-E-111-1-11L--=-Il 1=1 I I I I 1=1 I 1=1 11='. ?..A.. .-- - ' -7' T( 1= 1 L- 1 = 1 = _ _ — — — — — — , ; . n .-° 9 _ IEJI IEJI _ _ _ IEII _ IE-I , - S ", � � �I �I �f--I�I III_I I I_I I I_I I I_I I LI I I_I I II I I—III— TEED AP. SUZANNE SULLIVAN =1 1=1 1=1 I=1 1=1 1=1 11=1 11 1=1 1=1 L-1 1=1 1=1 1-1y r . ,-' 11 1=1 I=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 11=1 I�=111=I 1 I = Y dr" - - - - - - - - -. - \ Y 'i �`i' i ~Tr'`1��( +- - - - - r _ , r liN - d - - - - - - - - - - - - PRODUCTION DESIGNER: HEB III=1 I I=1 I I_III_III_III-1 I LEI I H I I_I I I_I I I_I I I_I I II I I- .. �� .. r,-. "' .' �: I III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I = _ _ _ _ _ :.-� _ - : '" I n l n III I i 1 i I i-1 n_I i�I i I 1!i_i I i n i •i� •i i I i f I n I" i i I •Iii n i-1 o = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ •_ _ _ _ _ - _ - - _ _ _i`_ _ a = _ _ _ _ _ _ _ _ _ _ _ _ _ _ = CHECKED BY: TOM CONNER _I I I_I I I_I I I_I I I_I I . I-111-111-III-111-111-111-111-1 I I_I I I_I I I_I I I_I - - - - - - - - - - - - - 11= 1 711 111=111=I I I_71_I I I_�I - , _III_III_III-111_11 LI I I_III_I I I_I I I_I I I_I I I_I I I_I I I_I I I_ I _ _ I_I _ —1 11 I_I I_—_--1 I I_l l I_I I_I c _ _ _ _ _ _ - — _ _ _ hI I —I 11_1 I I_I I_I • I_I I_I 1-1 I_I I_I I_I 1_I 1_I 11_1 I_I I_I I_I I_I I —I 1-11 I - _ _ _ _ III I at1-111-11'—"'—"1—"'-11-1" 11--1-111.E11 -1 -1 a=1 I1='''.'- - .. 11 u—I I 1=1 1=1 1=1 1=1 1=1 I- "' "' "' "' .III-1 =______ • _ _ _ _ — — — _ — — — — — _ _ III—III—III_III-1 -1 -1 I1 tI- L=III-1 11E-111-1-111-1-111-E1 -1 L-1 I L-1 -1 -1 -1I -1 1= 1= = — - _ _ _ 11-1„ _ I I III III III I . _ III III—III—III _��_m I Im_��--,IIIA I I Ii i i—� IIIA IIIA I I Im 1=111=111=111=111=11 t 111_1 I I_I I I-111_1 I I_I11_I11_I 11_1 11_1111 1111 II I II I II i Il l 11 i l: 'I I—III-111III-° � • - - • : 111E111:411751"-- -III—III—III—III—III ' �- A. F `-I I I-111—III—I 11- - . ' -.-;.4...� •-' .-—III11 I—III—I I I t 111-111=111E1 - . " a` .- - —11(EXISTING '=111=111E111E111-1" . -, - III III III_ •11=111=111=111=111= : - a -=111E-111f7 Revision Schedule w =IIIIIIIII-: .` `;, - f- a -111FOUNDATION =111=1�1=III=111 fit—lH=ltl= NEW FOUNDATION 1�1=111=111=111=11 =111= EXISTING FOUNDATION III=III—I II 111—III—III=III=1> ":r T=III-III-11 SEE STRUCTURAL =III-111-111=111=- . . _ :;;111=111—III= By Description _ SEE STRUCTURAL °. _ l SEE STRUCTURAL Rev Date u, I—III-I 11 - - ,° . ' - -P I I 111-111=111-111 ' — -111=111-111-11 . - b ' -I 11-111-11 D '11-1 I1-1 '- •-•- : - -111=1' -111-111-111=111111=111=111=1 1=111=111= 1-111=111=111- I f= 11-1(1-111-III-LII 11 3 01/10/18 Revision 3-Structural Mod -111111;l I1-1 I1-1I 1 1 11_1 I I,.711-111 I -111=111=111=I 1 I=111=111=I1 I=I I 1=1 11= DAMP PROOFING 'l 111=111=11 LI 11 111=11 H 11=111=111- U 1=111=111=111=111-11 I-11 I=111=111= '11=111=111=111 -111=111=111=11 I- '1=111-111—I 11=111=111=I 11-111= i 1_I I I I1 11 11 I I- 11-1 11=I I L—I 11=1 I i. =1 I 1=111=1 1' 1 1 I 2 SHEET TITLE:a WALL SECTIONS coWALL SECTION - STOREFRONT DOOR © WALL SECTION - STOREFRONT a WALL SECTION - NEW & EXISTING WOOD WALL ap scale 3/4"= 1'-0" scale 3/4"= l'-0" scale 3/4"= 1'-0" SCALE:AS SHOWN TC SHEET NUMBER: I 1' 2' 3'in N G .. A-3003 T Scale:3/4"=1'-0" 1/2"GROUT 4 PENETRATION FLASHINGAL W.R.B. .. ., • ( 41 - WALK-OFF MAT ///'' �— LINE OF WALL BEYOND f LINE OF FRAME BEYOND NOTE: SEE SHEET CONCRETE SLAB PER PLAN A-6000 FOR TYPICAL ©2017 STARBUCKS COFFEE COMPANY PENETRATION CONCRETE SLAB // FLASHING ALUMINUM / ki\ .kiSTOREFRONT DOOR PER SCHEDULE S STOREFRONT DOOR PER SCHEDULE // SYSTEM STARBUCKS COFFEE // /// // , / //ati7 /�/�� J, // /// /-// 1/2"BACKER ROD& / DOOR SHOE DRIP COMPANY THRESHOLD-SET IN MASTIC /sarasr//I pt rsrsrs/// SEALANT JOINT, TYP. SHIM SWEEP / BOTH SIDES SEALANT 2401 UTAH AVENUE SOUTH ALUMINUM SILL FRAME ISOLATION JOINT THRESHOLD-SET IN SEATTLE, WASHINGTON 98134 BACKER ROD& W/SUBSILL&END DAMS MASTIC&FASTEN TO SLAB SEALANT OVER SET IN CONTINUOUS CONCRETE SIDEWALK PER PLAN V.I.F. / (206) 318 1575 /1/Ar ISOLATION JOINT 1/2" BACKER ROD ISOLATION JOINT BED OF SEALANT THESE DRAWINGS AND SPECIFICATIONS ARE &SEALANT JOINT + r I 2%SLOPE / CONCRETE SIDEWALK CONFIDENTIAL AND SHALL REMAIN THE SOLE 3/8' STEEL PLATE W/1" � _q� ,`�� s a PROPERTY OF STARBUCKS CORPORATION, CONCRETE I►—�I TYPICAL FLOOR SLAB/ s s,_I -� MAX t DEEP RETURN EACH SIDEWALK WHI TIN PER PLAN J FOUNDATION, SEE { - - � SIDE OPE _,r ,��rJ STRUCTURAL V.I.F. CH IS THE OWNER OF THE COPYRIGHT THIS WORK. THEY SHALL NOT BE �/ /�® ii REPRODUCED(IN WHOLE OR IN PART), SHARED WELD STEEL PLATE TO a a : - KNIFE PLATE �:�. • a d - WITH THIRD PARTIES OR USED IN ANY MANNER • 1� - °' �•� • '- "•.. .a "' 'a P' ,. "" • ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN STEEL KNIFE PLATE PER 1 " °. ^' e - CONSENT OF STARBUCKS CORPORATION. STRUCTURAL •' - THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A TYP. SLIM BRICK VENEER p PROTOTYPICAL STARBUCKS STORE (WHICH IS WALL CONSTRUCTION PER '' ' . • a. " ' ' a. SUBJECT TO CHANGE AT ANYTIME)AND DO SECTION " "a • NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION ° NOR LIABILITY TO THE OTHER(EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS 9 STEEL PLATE FLASHING AT SLIM BRICK 10 STOREFRONT SILL STOREFRONT DOOR SILL EXT. DOOR THRESHOLD (EXISTING) FULLY EXECUTED BY BOTH PARTIES. Scale 3"= 1'-0" scale 3"= 1'-0" sole 3"= 1'-0" 12 sde 3"= l'-0" STARBUCKS TEMPLATE VERSION 12017.05.18 I R�D ARS, SLIM BRICK VENEER WALL $` CONSTRUCTION PER SECTION 8 — r �� r� r 1 MARKS.SAT,OPEK KNIFE PLATE PER 5001/ 1 �• I C) rt1 STRUCTURAL \ C PENETRATION I 6" +� I AKRON, OH i FLASHING CA a ��i I': i SLIM BRICK VENEER WALL t f ✓' NO. 6038 • W.R.B. CONSTRUCTION PER SECTION 1 - • ROD W/CLEVIS PER RaalaRSCRMOSIMENIlallaMIIMNIEW STRUCTURAL I. KNIFE PLATE FLASHING AT WALL l IFT"! T I / STEEL PLATE W/ ll�t�I�/ 1/26/18 riri L _- _ I ANCHORS PER fc, METAL FLASHING i 4W- : 6 STRUCTURAL 1I ror AS ARCHITECTURAL •n 20 GA, GUTTER SLOPE TO 3/8"STEEL PLATE W/ 11,-METAL ROOFING — _ — _ V I S - DOWNSPOUTS / 1' EQEQRETURNS EACH SIDE /i II- /®.3 l01 NEOPRENE CLOSURE 0 �'; B \` 1 �, STEEL KNIFE PLATE GPD Engineering and Architecture A1li J 5001 STRIP ,I � WELDED TO STEEL I —: Professional Corporation .SI.. .. .2I�•Ia/Pr r.taI/W..WSW/WASAr� 5001 / I I r I S"�"S"�'S"�"�'ISSII��AV��II��II�'��"�' ' I PLATE PER 6" i�G�'►-': 520 SOUTH MAIN ST. SUITE 2531 ��/r/�/�/�/�/�?�� I I I r! 1 I ARCHITECTURAL , 7 i STRUCTURAL ► AKRON, OH 44311 CHANNEL PER r METAL ROOFING ,� I I�,.' �/_/_� .— SLOPE 1/4" I PENETRATION r� ! (' P: 330.572.2100 F: 330.572.2101 ` / J STRUCTURAL A� { PER —► I -- - i, i. .. �� ' GPD PROJECT NO: 2016355.37 HSS PER r I I' I FLASHING ��`I�1/"► �,; 1/2"BACKER ROD I STRUCTURAL ) II �- t ROD&CLEVIS PER I li�—�&SEALANT JOINT [ i 3/8"STEEL PLATE W/1" �' I S r I STRUCTURAL 1� II--: DEEP RETURN EACH , Al r HSS PER I' \ 1/2"SEALANT r I--' SIDE I S PER PLAN _ _ I STRUCTURAL I , ROD AND BACKER I ''-- p WELD STEEL PLATE TO I /1,/ ' 1 I?� KNIFE PLATE 2X6 SOFFIT FRAMING - — - — - — - —VARIES PER RCP - — — - � Iii--`. U STEEL KNIFE PLATE PER AND CONNECTIONS / SEE DETAIL 8/A-5002 FOR - - SLIM BRICK VENEER I PER STRUCTURAL HSS PER STRUCTURAL TYP. STOREFRONT HEAD 2 STRUCTURAL — AT SLIM BRICK WALL CONSTRUCTION v TYP. WOOD SIDING WALL 2"WIDE T&G CEDAR SOFFIT PER SECTION a) CONSTRUCTION PER OVER 1/2"PLYWOOD CONTINUOUS 4" STOREFRONT00 t SECTION SHEATHING GUTTER SYTEM ,� -j W w 5 STEEL PLATE FLASHING AT WOOD SIDING * METAL CANOPY AT SLIM BRICK VENEER CANOPY CONNECTION AT SLIM BRICK VENEER METAL PLATE AT SLIM BRICK VENEER style 3"= 1'-0" \ _ scare 1"= 1'-0" M Y scale 1 1/2"= 1'-0" scale 1 1/2"= 1'-0" N OW W: •NST• , ONP-• a as as ai _.r `.;4 1� 0 SE TION I� I � 0 KNIFE PLATE PER -540,------i11 w o STRUCTURAL 6" 2 p O 2 �:ila Q — p 6 6 (�,- I WOOD SIDING WALL _ ` ~ /O H rCC ca I I CONSTRUCTION PER SECTION W V 0 r Q N ROD W/CLEVIS PER �� O Q O 1 . C� oM STRUCTURAL Lo - /7 i � a ^ CL r '— - GALV. THREADED ROD, CLEVIS, C) io I`` METAL FLASHING �� & PIN PER STRUCTURAL STORE #: 3389 i in 3/8"STEEL PLATE W/1"DEEP PROJECT #: 15375 032 rn 20 GA. GUTTER SLOPE TO ARCHITECTURAL • RETURNS EACH SIDE, SEE c DOWNSPOUTS ARCHITECTURAL METAL 5/A-5001 METAL ROOFING it _ ROOFING. SLOPE 1/4"PER FT. %.��: ISSUE DATE: 100%09.08.2017 _ _ — _ NEOPRENE CLOSURE ^I 6" STEEL PLATE W/ANCHORS I� —: DESIGN MANAGER: RYAN WONG 3 © '1 STRIP f' STEEL KNIFE PLATES �', 0 5001 — ' PER STRUCTURAL I� LEEDUAP: SUZANNE SULLIVAN / 5001 i` I WELDED PER STRUCTURAL EQ EQ PRODUCTION DESIGNER: HEB i� ARCHITECTURAL III I� —• CHECKED BY: TOM CONNER v CHANNEL PER 0 I SLOPE 1/4" �� METAL ROOFING J ' ♦ WELDED TO STEELSTEEL KNIFE PLATEr �— STRUCTURAL pE—R� I mo __ SEALANT AT JOINTS, TYP. 10,0110. t All s. O PER STRUCTURALA ill �. Revision Schedule i I ! , -- I CHANNEL PER �` �-►—' HSS PER I •. STRUCTURAL co STRUCTURAL ! I _ )�� I ---el � �� PENETRATION �� -Ars, Rev Date By Description �� I '.j -- b n_ FLASHING �" 3 01/10/18 Revision 3-Structural Mod -_ ANGLE EDGE �■i u._ " ` U I I � l I �; I I• T�-I- SUPPORT PER ��. I "al II ��; PER PLAN i I. HSS PER ► STRUCTURAL �� 1LJ1 ROD&CLEVIS PER �// STRUCTURAL I� STRUCTURAL ��! Ir m 2X6 SOFFIT FRAMING VARIES PER RCP r r 2X6 SOFFIT BEAM AND ��' 1/2"SEALANTZt- c.I--' a AND CONNECTIONS CONNECTIONS PER '� ,� I —: SEE DETAIL 9/A-5004 FOR STRUCTURAL l 1 AND BACKER It SHEET TITLE: .�- PER STRUCTURAL HSS PER STRUCTURAL TYP. STOREFRONT HEAD /� ROD JOINT I��. BUILDING DETAILS T&G CEDAR SOFFIT OVER AT WOOD SIDING �� N 1/2"PLYWOOD SHEATHING �^ WOOD RIDING WALL ,� CONTINUOUS 4" STOREFRONT CEDAR SOFFIT OVER CONSTRUCTION PER '�- GUTTER SYTEM PLYWOOD SHEATHING SECTION as SCALE:AS SHOWN O LO METAL CANOPY AT WOOD SIDING © CANOPY CONNECTION AT WOOD SIDING © METAL CANOPY DETAIL METAL PLATE AT WOOD SIDING SHEET NUMBER: N 1 1 "_ _0" Scale 1 1/2"= 1'-0° Scale 1 1/2°= 1'-6' A-5001 ATTACH FIBER CEMENT BOARD TO 9 VERITCAL FURRING STRIP WITH SIMPSON STRONG-TIE CBHL158R600 CEMENT BOARD 1"� 1'-11" 1'-11" 1/2" * ; Ilk SCREWORAPPROVEDEQUALN p-I" WITH FINISH WASHER ;� j� 1/2"MORTAR STOREFRONT ,'I�� SYSTEM I! I I �7� WALL CONSTRUCTION PER I. l I < I t 111 ! SEALANT . . • SECTION 1/2 BACKER ROD&SEALANT 0 1 I ( 3 . I I b 1"1111 #0 / PENETRATION I I I 'I INTERIOR FLASHING ; _ en- 1/4"PLYWOOD 1/8"BREAK METAL ©2077 STARBUCKS COFFEE COMPANY '41 � I E I 7 I 6 { •''"illti < / �' TO MATCH STOREFRONT 1- I -50 I 50 �4 : -:.t , 41-- 11 , t ' o- ; pi � 3TRUCTOLLUMN, SEEURAL STARBUCKS COFFEE �� , i � % :: A�I �` STOREFRONT I : COMPANY l 1 I I 104S11F1SYSTEM 2401 UTAH AVENUE SOUTH PAINT FURRING STRIP TO t ° 1 I i MATCH FIBER CEMENT I. 1 $ .. - En I . SEATTLE, WASHINGTON 98134 PAINT COLOR I. °. ' >I ' : (206) 318-1575 I F I 1 o 'I / 1/2 BACKER ROD&SEALANT THESE DRAWINGS AND SPECIFICATIONS ARE / \ " . - , 'r' I' I I { iv I 1 % EXTERIOR 14 CONFIDENTIAL AND SHALL REMAIN THE SOLE 1 1 I �II PROPERTY OF STARBUCKS CORPORATION, 5/16' FIBER CEMENT PANEL I : (• I ' , 0 iii WHICH IS THE OWNER OF THE COPYRIGHT IN (EQUITONE-TECTIVA) e ` 1 1�.� /� I I • ,;iI W.R.B. CONTINUOUS AROUND • 9 h, ,(,...�, I I ;`� 111 , CORNER WITH NO BREAK FOR \ THS WORK. THEY SHALLRIN NOT BE A MIN OF 12" WITH REPRODUCED (IN WHOLE OR PART), SHARED \ rag / � i ' ONO HEIR PRORD JECTSTIES OORUEXTENSIONS SED IN ANY M ONTHIS /ANER 1 SLIM BRICK VENEER PER PROJECT WITHOUT THE PRIOR WRITTEN DRILL HOLES FOR SCREW SECTION CONSENT OF STARBUCKS CORPORATION. ATTACHMENT IN EXACT 4'-0" 1/4" 4'-0" THESE DRAWINGS AND SPECIFICATIONS ARE LOCATIONS FOR IDENTICAL 7 d' - INTENDED TO EXPRESS DESIGN INTENT FOR A FINISH ACROSS ALL PANELS l I PROTOTYPICAL STARBUCKS STORE(WHICH IS 7 1/2" SUBJECT TO CHANGE AT ANYTIME)AND DO / NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION (�1 FIBER CEMENT WALL ATTACHMENT (\ EXTERIOR TO INTERIOR BRICK STOREFRONT EXTERIOR STOREFRONT EXISTING COLUMN NOR LIABILITY TO THE OTHER(EXCEPT STATED �/ see Se 1"= 1'-0" \-/ se 3"= 1'-0" 0 = ABOVE) UNTIL A WRITTEN AGREEMENT IS Scale 3„ 1 -0 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017.05.18 ttl NEW SLIMBRICK VENEER PER ~� �f� SECTION A A3 MARK TO YF,K ( ' I - AIR GAP • HH • NEW WALL I W.R.B. NO. 0036 CONSTRUCTION PLYWOOD SHEATHING PER PER SECTION �� I STRUCTURAL NEW CONC. WEEPS 2 '� 5/16”FIBER CEMENT PANEL 1l P' 'EAy. , alk VS SLAB PER @ 8"0.C-TYP. I (EQUITONE-TECTIVA) SECTION I MORTAR MESH _Al� 5/16"FIBER CEMENT PANEL 1I 1/26/18 /1 (EQUITONE-TECTIVA) �/ r;�� THRU-WALL FLASHING I/ 11As ll S.A.F.F.TO 6"EA. SIDE OF C.J.ISOLATION JOINT ; iliI' S.A-F.F. TO 6"EACHa TYPICAL WALL64.11111 �� SIMPSON STRONG-TIECONSTRUCTION :i0•1011"--- All SIDE OF C.J. a ° s �IICBHL158R600 CEMENT BOARD PER SECTION0 GPD Engineering and Architecture •��••: ,•• -` :..1:.:'.'; - �� SCREW OR APPROVED EQUAL II Professional Corporation %'� , 1' ' WITH FINISH WASHER ��I SIMPSON STRONG-TIE 520 SOUTH MAIN ST. SUITE 2531 °_ SII= I _ �� CBHL158R600 CEMENT BOARD AKRON, OH 44311 ; c ' ,. ., : 9 " I ., ` �� SCREW OR APPROVED EQUAL P: 330.572.2100 F: 330.572.2101 il —III—III 1 1= c ' ' CONCRETE CURB � ITH FINISH WASHER GPD PROJECT NO: 2016355.37 < :' 1111 -...; :,-;:i.i II ( I 1 Ir I I r0_.r Si!�:11 I-111=111L.:•(. 7:::::.1::::.-:'.: 11 111=111=111= '' 1 Wallii:54;- _--1 „_-1 „_- ,.., -. : - . - - , - - , 1-1 „-11E, HT1=1=111 W.R.B. A.B. s� �: :.a : I I� r _�PLYWOOD SHEATHING PER %�III—I'' ',. :: . , — '� SECTION I VERTICAL FURRING STRIP FOR 111 CI..1 ne• � ,a " a _ ° . Al��' '�40.1ill FASTENER PENETRATION ' °'- ' a- • -'" 2'-0"O.C. co _ NEW STEM WALL I� TYPICAL FIBER CEMENT/STUD PAINT FURRING STRIP TO U I 171 -. ;' . I I PER STRUCTURAL 00 WALL CONSTRUCTION PER = �0 MATCH FIBER CEMENT 117 •, ... a •• ••-46:•• - • y • _ •' � SECTION (PARAPET WALL �I _ °' — �II CONSTRUCTION WHERE OCCURS) SEE DETAILSis,� 1-11 DAMP CONTINUOUS NEW -1 17 '1111 III III 6,7&8/A-5003 W.R.B./A,B, COs - 11 1 1 1-1 1 1-1 11 111 1 1 1-111 1 1 1 FOUNDATION BEHIND JOINT NOTE: LLI III III III-111-1 II—III— SEE DETAILS 6, 7, &8/A-5003 CONTROL ,max W < ° FOUNDATION AT DRIVE-THRU 6 FIBER CEMENT -HORIZONTAL CONTROL JOINT FIBER CEMENT VERTICAL CONTROL JOINT U co Q U scale 1 1/2"- 1'-0" scae 3" 1'-0" N - \� Scale 3„= 1.-0" LL CV o Na cc 0 2 u) am WINDOW SYSTEM AT DRIVE- LLI LL ADHERED ROOF MEMBRANE PRE-FINISHED 20 GA. ADHERED ROOF MEMBRANE PRE-FINISHED 20 GA. f , CC a. OVER TOP OF PARAPET ALUMINUM COPING SNAPPED OVER TOP OF PARAPET ALUMINUM COPING SNAPPED ADHERED ROOF MEMBRANE PRE-FINISHED 20 GA. THRU `.J O OVER TOP OF PARAPET ALUMINUM COPING SNAPPED Q = CONTINUOUS PRESSURE OVER METAL CLEAT. CONTINUOUS PRESSURE OVER METAL CLEAT. Q CONTINUOUS PRESSURE OVER METAL CLEAT. Z Q F• TREATED TAPERED NAILER TREATED TAPERED NAILER SEALANT& v TREATED TAPERED NAILER a ■riiiiF BACKER ROD U U U r CONTINUOUS 2X PRESSURE CONTINUOUS 2X PRESSURE 1/2"SEALANT&BACKER ROD _ v CL TREATED PLATE TREATED PLATE CONTINUOUS 2X PRESSURE JOINT 1 �1� W W Q (V GASKETED GASKETED TREATED PLATE STAINLESS O O N. �_ o CONTINUOUS METAL / FASTENERS CONTINUOUS METAL �'� / FASTENERS GASKETED 'T,r n-T] As STEEL SILL W/ tY Ce r ¢j CLEAT \ o- I I/ \ CLEAT I I/ \ CONTINUOUS METAL n�'� / FASTENERS ,�®l *n \ HEMMED 0. 1..� EL r 1— M FASTENERS AT 12" H— c) FASTENERS AT 12" �r CLEAT --no I. / \ ��sr�% rs ssa.. EDGES r O.C. f~ O.C. - ) h N� �/ I FLASHING SET IN CONT. % -"— FASTENERS AT 12" // N izr co ��% _ -I / o.c. i__ / c-) BED OF SEALANT / �� \ PROJECT #: 15375-032 / / `� / `�C I/ / ` CUT BRICK AS 1 SEALANT /' ISSUE DATE: 100%09.08.2017 E / / / V ° : / / / --� 11 ' DESIGN MANAGER. RYAN WONG \ /o _ / \ / a.I/ / REQUIRED I'' �; , o % / / / / .1/ / / / PRODUCTION DESIGNER: HEB LEEDO AP: NNE SULLIVAN / / / 1 / / , ' �— INETERIOR FINISH / / - / (� / / I lPER PLANCHECKED BY: TOM CONNER v / ADHERED / ADHERED I ICOPING TO OVERLAP 1" / / COPING TO OVERLAP 1" / // / / MEMBRANE / / MEMBRANE COPING TO OVERLAP 1" I/ ADHERED / � MIN. OVER SIDING / / MIN. CEMENT PLASTER / N / / FLASHING / FLASHING MIN. OVER BRICK I// / MEMBRANE I , Revision Schedule K / FLASHING ` WOOD SIDING PARAPET co ✓ / / / / I/ r SLIM BRICK , iir Rev 102 2/17 Revision 1 ate By Description ,C) CONSTRUCTION PER / / �� 5/16" FIBER CEMENT �';. % / SLIM BRICK VENEER a I/ VENEER / ' / PARAPET CONSTRUCTION - -1 3 01/10/18 Revision 3-Structural Mod SECTION / j PANEL PARAPET / PER SECTION I / NOTE: SEE SHEET / % CONSTRUCTION PER / / / / A-6000 / / SECTION • / / II °' PENETRATIONR TYPICAL / : '1/ / WALL CONSTRUCTION �� j / a: / / 1/2"MORTAR 0 I/ % PER SECTION ''��. I�� FLASHING a_ 1 / / I/ / I 11 SHEET TITLE: T �r 1� ti S I'I �:, BUILDING DETAILS N N m r SCALE:AS SHOWN N COPING AT WOOD SIDING © 1'COPING AT FIBER CEMENT PANEL UCOPING AT BRICK A STOREFRONT SILL AT DRIVE-THRU SHEET NUMBER: Scale 3"= 1'-0" scam 3"= -0" 3 sme 3"= 1'-0" 4 scale 3"= 1'-0' A-5003 DOOR SCHEDULE-"D' DOOR HARDWARE SPECIFICATION EXTERIOR WINDOW AND DOOR SCHEDULE NOTES NEtt Door Hardwar .fr Abh. DESIGN ID COUNT DESCRIPTION Height Width Frame Material Type e Type RESP. COMMENTS DOOR HARDWARE SET NO. 1 ALUMINUM DOUBLE A. STARBUCKS VENDOR TO PROVIDE HARDWARE .. ., 10190 2 DOOR-SINGLE FLUSH-361N 7'-0" 3'-0" WOOD E 3 GC-GC NO ITEM DESCRIPTION MANUFACTURER FINISH SCHEDULE AND HARDWARE COMPONENTS. GC TO 10205 1 DOOR-STOREFRONT METAL FRAME SINGLE 7'-0" 3'-0" DARK BRONZE B 2 GC-GC 2 SECURING DEVICES (INACTIVE LEAF) R00555 12'FLUSH BOLTS ROCKWOOD INSTALL. -TYPE B ALUM 1 SECURING DEVICES (ACTIVE LEAF) MS185OS DEADBOLT ADAMS RITE SHEET A-1103 FOR TAGGED LOCATION OF EXTERIOR SEE 10449 1 DOOR-STOREFRONT METAL FRAME DOUBLE 7'-0" 6'-0" DARK BRONZE A 1 GC-GC 2 SECURING DEVICES (ACTIVE LEAF) FALA100C 7 PIN CORE COMBINATED"A°KEYWAY FALCON LOCK 626 B. DOORS.EE -TYPE A ALUM 1 SECURING DEVICES(ACTIVE LEAF) FALA100CCK CUT CONTROL KEY"A" KEYWAY FALCON LOCK X10190 1 DOOR-SINGLE FLUSH-421N 7'-0" 3'-6" PAINT FLAT G 4 GC-GC PAINT DOOR AND FRAME MT0028 9 SECURING DEVICES (ACTIVE LEAF) FALA100CUK CUT USER KEY"A" KEYWAY FALCON LOCK 2 SECURING DEVICES(ACTIVE LEAF) LN2049 MORTISE CYL. SHELL 7 PIN W/AR CAM S.CHROME 26D C. SEE SHEET 1-1103 FOR TAGGED LOCATION OF INTERIOR BLACK FLAT BLACK 2 SECURING DEVICES (ACTIVE LEAF) LN2053 Adjustable Ring, Mortise Cyl. 5/16-13/32 CHROME 26D DOORS. 2 OPERATING TRIM ROC108 DOOR PULL HANDLE 108XUS32D ROCKWOOD 32D 2 CLOSING DEVICES DORMA8916 DOOR CLOSER 8916 AF89P AL DORMA D. SEE SHEET A-6000 FOR FLASHING DETAILS. ©2017 STARBUCKS COFFEE COMPANY 2 STOPS AND HOLDERS DOOR STOP W/HOOK(473) ROCKWOOD 1 ACCESSORIES NGP13720 WEATHER STRIP 20'72x84 NATIONAL GUARD PRODUCTS, INC. 2 ACCESSORIES PEM18026 DOOR SWEEP 36" PEMKO STARBUCKS COFFEE EXTERIOR DOOR LEGEND INTERIOR DOOR LEGEND 1 1 THRESHOLD MISCELLANEOUS ITEMS COMMERCIAL SADDLE THRESHOLD, 271_A BBW443 SIGN PEMKP BBW ALUMINUM RESPONSIBILITY LEGEND COMPANY "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" 2401 UTAH AVENUE SOUTH SB-GC FURNISHED BY STARBUCKS (WAREHOUSE OR VENDOR DIRECT)/ / / / INSTALL BY GENERAL CONTRACTOR SEATTLE, WASHINGTON 98134 / \ / / / DOOR HARDWARE SET NO.2 ALUMINUM SINGLE SB-SB FURNISHED BY STARBUCKS (WAREHOUSE OR VENDOR DIRECT)/ (206) 318-1575 / \ / / / NO ITEM DESCRIPTION MANUFACTURER FINISH INSTALL BY STARBUCKS VENDOR 1 SECURING DEVICES MS1850S DEADBOLT ADAMS RITE GC-GC FURNISHED BY GENERAL CONTRACTOR/ INSTALL BY G.C. THESE DRAWINGS AND SPECIFICATIONS ARE / \ / / / 2 SECURING DEVICES FALA100C 7 PIN CORE COMBINATED"A" KEYWAY FALCON LOCK 626 CONFIDENTIAL AND SHALL REMAIN THE SOLE // \ 1 SECURING DEVICES FALA100CCK CUT CONTROL KEY"A" KEYWAY FALCON LOCK PROPERTY OF STARBUCKS CORPORATION, 9 SECURING DEVICES FALA100CUK CUT USER KEY"A" KEYWAY FALCON LOCK WHICH IS THE OWNER OF THE COPYRIGHT IN \ / \ \ \ 2 SECURING DEVICES LN2049 MORTISE CYL. SHELL 7 PIN W/AR CAM S.CHROME 26D THIS WORK. THEY SHALL NOT BE \ / \ \ \ 2 SECURING DEVICES LN2053 ADJUSTABLE RING, MORTISE CYL. 5/16-13/32 S.CHROME 26D REPRODUCED (IN WHOLE OR IN PART), SHARED \ / \ \ \ 1 OPERATING TRIM ROC108 DOOR PULL HANDLE 108XUS32D ROCKWOOD 32D WITH THIRD PARTIES OR USED IN ANY MANNER v V \ \ 1 CLOSING DEVICES DORMA8916 DOOR CLOSER 8916 AF89P AL DORMA ON OTHER PROJECTS OR EXTENSIONS TO THIS 1 STOPS AND HOLDERS ROC473 DOOR STOP W/HOOK ROCKWOOD PROJECT WITHOUT THE PRIOR WRITTEN TYPE A TYPE B TYPE G TYPE E 1 THRESHOLD COMMERCIAL SADDLE THRESHOLD,271_A PEMKO ALUMINUM CONSENT OF STARBUCKS CORPORATION. EXISTING 1 ACCESSORIES BBW442 SIGN BBW THESE DRAWINGS AND SPECIFICATIONS ARE "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS DOOR HARDWARE SET NO.3 RESTROOM, PRIVACY SUBJECT TO CHANGE AT ANYTIME)AND DO NO ITEM DESCRIPTION MANUFACTURER FINISH NOT REFLECT ACTUAL SITE CONDITIONS. 3 HANGING DEVICES STAFBB179 DOOR HINGE 4.5x4.5 STANLEY HARDWARE NEITHER PARTY SHALL HAVE ANY OBLIGATION WINDOW SCHEDULE-"W' 1 SECURING DEVICES (ACTIVE LEAF) PB5425LN LOCK, SHALLOW COIN TURN, NOR LIABILITY TO THE OTHER(EXCEPT STATED PRIVACY PB5425LN-693-497-1 %-626 YALE LOCK 626 ABOVE) UNTIL A WRITTEN AGREEMENT IS DESIGN ID COUNT DESCRIPTION RESP. COMMENTS 1 CLOSING DEVICES DORMA8916 DOOR CLOSER 8916 AF89P AL DORMA FULLY EXECUTED BY BOTH PARTIES. 2 PROTECTIVE TRIM UNITS ROCJ102 KICKPLATE 10x34 ROCKWOOD X8400 1 ALUMINUM STOREFRONT-DARK BRONZE GC LOW E, 1"CLEAR INSULATED GLASS 3 STOPS AND HOLDERS GJ64 RUBBER SILENCER GLENN JOHNSON STARBUCKS TEMPLATE VERSION i2017.05.18 X8401 1 1 STOPS AND HOLDERS ROC473 DOOR STOP W/HOOK ROCKWOOD X8402 1 ALUMINUM STOREFRONT-DARK BRONZE GC LOW E, 1"CLEAR INSULATED GLASS X8403 1 DOOOR HARDWARE SET NO.4 SERVICE DOOR, EXTEITEM RIOR-EXISTING N MANUFACTURER FINISH S�R�D -44)� X8404 1 ALUMINUM STOREFRONT-DARK BRONZE GC LOW E, 1"CLEAR INSULATED GLASS N3 HANGING DEVICES ATAFBB191NRP DOOR HINGE 4.5"x4.5" N.R.D. STANLEY HARDWARE 32D 4. �,� WINDOW 1 SECURING DEVICES(ACTIVE LEAF) FALA100C 7 PIN CORE COMBINATED"A" KEYWAY FALCON LOCK 626C \ 14076 1 WINDOW-DT WITH SPLIT TRANSOM-48X60IN 1205X1510MM- GC USE IN CONJUNCTION WITH AA100 \iARI<S.5:11.OI'I:K 1 SECURING DEVICES(ACTIVE LEAF) I/O 2000E-031C AUTO LOCKING DOOR ALARM, IC; AKRON, OH n DARK BRONZE FLYFAN NO CTR INCLUDES MORTISE CYLINDER SUR-LOCK '--I 1 CLOSING DEVICES DORMA8916 DOOR CLOSER 8916 AF89P AL DORMA ° NO. 6036 • 1 PROTECTIVE TRIM UNITS ROCJ102 KICKPLATE 10x34 ROCKWOOD ci>2 1 ACCESSORIES NGP13717 WEATHER STRIP 17' 36x84 NATIONAL GUARD PRODUCTS, INC. 1 ACCESSORIES PEM18062 DOOR SWEEP 36" PEMKO •i, 1 MISCELLANEOUS ITEMS LN2068 DOOR SPY DS-6 DESCO SILVER Of /'#l&Ay, i vss 1 MISCELLANEOUS ITEMS NUMCN304 DOOR BELL NUTONE <INSERT FINISH.> 1/16/1$ Allis GPI)Engineering and Architecture Professional Corporation 520 SOUTH MAIN ST. SUITE 2531 AKRON, OH 44311 P: 330.572.2100 F: 330.572.2101 GPD PROJECT NO: 2016355.37 3'- 11 1/2" I AdMINIMII 0 , 7a -- H a) C) zt e) — .Q -1 — — ,,x _ W = W =_r_=_== z SHEET NOTES DEMOLITION FLOOR PLAN NOTES \ (j 1. LEVEL FLOOR AS REQUIRED FOR INSTALLATION OF 15. REMOVE EXISTING EXTERIOR WALL COMPLETE, A. IF DURING DEMOLITION CONDITIONS ARE REVEALED Air im.1;, Ahh, NEW TILE FLOOR THROUGHOUT. PROVIDE TEMPORARY SHORING FOR ROOF THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR SUPPORT. EXISTING FOUNDATION IS TO REMAIN. SEE PRECLUDE FOLLOWING DESIGN INTENT, GENERAL 2. REMOVE EXISTING WALL SHOWN DASHED. FIELD STRUCTURAL FOR NEW COLUMNS AND CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION VERIFY THAT ALL WALLS SHOWN TO BE REMOVED FOUNDATION. MANAGER IMMEDIATELY. ARE NOT BEARING WALLS. 16. REMOVE(E) COLUMN. PROVIDE/INSTALL B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE 3. REMOVE (E) MOP SINK AND CAP PIPING. TEMPORARY SUPPORTS WHEN REMOVING. SEE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL STRUCTURAL FOR NEW COLUMN LOCATION. SCOPE OF WORK. 4. REMOVE(E) PLUMBING FIXTURE AND CAP PIPING. 17. REMOVE(E) DRIVE-THRU WINDOW AND BUMP OUT. C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR AS ©2017 STARBUCKS COFFEE COMPANY 5. REMOVE(E) DOOR. ALIGN AND INFILL NEW OPENING WITH EXISTING REQUIRED TO PROVIDE A SMOOTH, PAINT READY WALL. SEE STRU 6. REMOVE(E)STOREFRONT FRAMING AND WALL REQUIREMENTS.CTURAL FOR NEW SHEAR WALL FINISH. STARBUCKS COFFEE COMPLETE. PROVIDE TEMPORARY SHORING FOR D. DEMOLISH EXISTING WALLS AND DOORS AS DIRECTED. ROOF SUPPORT. SEE STRUCTURAL FOR MORE 18. REMOVE ALL(E)CASEWORK. COMPANY INFORMATION. E. DEMOLISH EXISTING FLOOR FINISHES AS DIRECTED. 2401 UTAH AVENUE SOUTH 19. REMOVE ALL(E) INTERIOR FINISHES. REPAIR OR REPLACE SUB-FLOOR AS REQUIRED TO SEATTLE, WASHINGTON 98134 7. REMOVE (E) FLOOR PENETRATION, TYP. PROVIDE AN EVEN WALKING SURFACE/FINISH FLOOR 20. SEE CIVIL DEMOLITION PLAN FOR SITE DEMOLITION. CONDITION. (206) 318-1575 8. REMOVE(E)WALK-IN COOLER,ALIGN AND INFILL WALL OPENING WITH EXISTING. 21. REMOVE PORTION OF WALL FOR NEW DRIVE-THRU F. DEMOLISH EXISTING GYPSUM WALL BOARD, CEILING THESE DRAWINGS AND SPECIFICATIONS ARE BUMP OUT. TILE, GRID AND/OR OTHER CEILING FINISH AS CONFIDENTIAL AND SHALL REMAIN THE SOLE 9. REMOVE(E) HOT WATER HEATER AND PIPING. DIRECTED TO PROVIDE FOR NEW CEILING READY PROPERTY OF STARBUCKS CORPORATION, 22. EXISTING GREASE TRAP TO REMAIN, SEE PLUMBING CONDITION. WHICH IS THE OWNER OF THE COPYRIGHT IN 10. EXISTING ELECTRICAL PANELS TO REMAIN. FOR MORE INFORMATION. THIS WORK. THEY SHALL NOT BE G. DEMOLISH EXISTING WALL FINISHES AS DIRECTED. REPRODUCED(IN WHOLE OR IN PART), SHARED 11. REMOVE EXISTING WALL, SEE STRUCTURAL FOR 23. REMOVE(E)WINDOW. WITH THIRD PARTIES OR USED IN ANY MANNER NEW ROOF SUPPORT BEAM IN SAME LOCATION. H. REMOVE EXISTING LIGHT FIXTURES, EQUIPMENT AND I ON OTHER PROJECTS OR EXTENSIONS TO THIS 24. REMOVE ALL(E) RESTROOM ACCESSORIES. POWER LINES AS DIRECTED. PROJECT WITHOUT THE PRIOR WRITTEN 12. REMOVE(E) EXTERIOR WOOD SIDING,TYPICAL. SEE CONSENT OF STARBUCKS CORPORATION. EXTERIOR ELEVATIONS FOR NEW FINISH MATERIALS 25. EXISTING COLUMN TO REMAIN. I. REMOVE EXISTING PLUMBING FIXTURES AS DIRECTED. THESE DRAWINGS AND SPECIFICATIONS ARE AND LOCATIONS. CAP LINES AS DIRECTED FOR THOSE NOT BEING INTENDED TO EXPRESS DESIGN INTENT FOR A 26. EXISTING FLOOR CLEAN OUT TO REMAIN. RE-USED. PROTOTYPICAL STARBUCKS STORE (WHICH IS 13. REMOVE(E) EXTERIOR BRICK SIDING, TYPICAL. SEE SUBJECT TO CHANGE AT ANYTIME)AND DO EXTERIOR ELEVATIONS FOR NEW FINISH MATERIALS. 27. EXISTING FLOOR DRAIN TO REMAIN. J. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF SIZE NOT REFLECT ACTUAL SITE CONDITIONS. OF EXISTING RESTROOM AND LOCATION AND NEITHER PARTY SHALL HAVE ANY OBLIGATION 14. REMOVE SOLARIUM,AND FOUNDATION COMPLETE. CONDITION OF FIXTURES PRIOR TO DEMOLITION OR NOR LIABILITY TO THE OTHER(EXCEPT STATED SEE STRUCTURAL. CONSTRUCTION. PLUMBING FIXTURES TO BE RE-USED ABOVE) UNTIL A WRITTEN AGREEMENT IS ARE TO BE REMOVED AND PROPERLY STORED FOR FULLY EXECUTED BY BOTH PARTIES. RE-INSTALLATION. STARBUCKS TEMPLATE VERSION 12017.05.18 K. LABEL ALL ITEMS TO BE PROPERLY STORED FOR O © o ®® RE-INSTALL. �� REj� AR��r ®® r -- — -- -- --- — -- --- --- — ® MARK . rn glfd ` "±y`+,«'vamI,.fCOrO t i 11+; ® :o r.. `° `L s .tr eWa�t• .F?D'.. .v4.�T5'�`-`�`�' ..41 �'... `k ,Lw--i ,iii-t. a w,. . .., G_, . _`4`e " `;._.'.a 4i 4 t,— LI 0- 1 xm I (111 I _� CI I �� (Si —' I — l•1 ==-11 r AK AKRON, HI I K '-i �� J I 73\ • NO. 6036 • r =1 pi's III SII 0 l I ��i ��i I / (�, ❑ I n III III 0 I 0 1, rr III �� I i II r------ r - 0 �/ CCCSSS , 0• I 0 �/ II . 6�Ls--- =�_—ii II \\ \\ 1I ' 0 00 ® i Alli 11 �� I 1/26/18 © 1�===Y © I I ill 1 © 1�==� i�� R'€ , 1 L_J i (f-Th - — ----JJ 0 0 Ara n r' - -- -- L ❑ 4 0 1 GPD Engineering and Architecture g I^)\) I / 0 t I Professional Corporation 7K r520 SOUTH MAIN ST. SUITE 2531 JJ n— _ - �/0 , �� F 1 n L n I 0 i AKRON, OH 44311 1 © 1 I I I L P: 330.572.2100 F: 330.572.2101 r___ =___�_= i 0 GPD PROJECT NO: 2016355.37 II1 ' 7I J III 0 III 0 I 1 0 ❑ or ,/ _ J tL- ---II L� --__J U E 0 0 0 �� rH o a I co 0 L-----, r— —,H 0 I N = 1co c�i ❑ O I I 0 N.,_. 8 I r>, © I 0 0 Oa i 0 � UN I 0 L---JH LI- CV ti o m m 0 0 H' w N L IL ' _ ® h Iii Hi J_ OL � Z �_,0 Io Ile e w U N a Q o ''' LT T-- 7 to rp I k I I I I ❑ 1., , 1 0 I I I0rl Lr I I I I I STORE #: 3389 N / © _,-y �, m w ® I I I i PROJECT #: 15375-032 c / /, - I j I j I ISSUE DATE: 100%09.08.2017 N / / / / / DESIGN MANAGER: RYAN WONG to I E �// / 1 © ® ® /u 1 j LEEDOAP: SUZANNE SULLIVAN 8 �__ — --IP 0 /s // PRODUCTION DESIGNER: HEB � 1 0 0 , 0 / e , / CHECKED BY: TOM CONNER 0 I — 1 `\ / 1/ / U LJ LJ —I \ /0/� N ®® WALL DEMOLITION LEGEND RevDate RevisionSchedule t ® ® I L 1 ® / I rt k „ a r.:. �w ro u : c=}-r 1 y ----� / /i i// a e By Description L - 3 01/10/18 Revision 3-Structural Mod I I �yi i U NI I II I I ___--m00% /i 1 MATERIAL TO BE DEMOLISHED ®® In100 _�� I I J-- I 9'-2 1/2" 11 1/4" L 0 s' r, _pe =+T: EXISTING WALL TO REMAIN I 2 0 L --LJ ® 00 ❑ EXISTING COLUMN TO REMAIN D.. 0 SHEET TITLE: coDEMOLITION FLOOR CriN 2' 4' 8' SCALE:AS SHOWN co Scale =T-0" N i 1ST FLOOR - DEMOLITION PLAN SHEET NUMBER: in N Scale 1/4"= 1-0" 1-1101 WALL BLOCKING KEY SHEET NOTES INTERIOR FLOOR PLAN NOTES WALL TYPE LEGEND 4Ete SYMBOL ITEM WEIGHT HEIGHT AFF APPROX.WIDTH 1. ALIGN FINISHED FACE OF WALL TO EXISTING FINISH. A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS O RE-CLAD EXISTING EXTERIOR WALL SLIM BRICK Ak ,. „ A i hi, MERCHANDISE AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF SHELVING 5\11/42. CASEWORK SHOWN DASHED. ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL REMOVE EXISTING EXTERIOR FINISH (WOOD v 300 LBS 1'-4"TO 6'-0" FULL WIDTH OF WOOD WALL DIMENSIONS TO BE FROM DESIGNATED DATUM SIDING) INSTALL 2X FURRING STRIPS, 1/2" (13MM) °'' 3. ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS. POINT. CEMENT BOARD OVER EXTERIOR FRAMING. 1/2" r- SLIM BRICK 1/2"MORTAR BED OVER EXISITING . \ 4. BRICK TO TURN CORNER INTO INTERIOR PARITION B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED /� WALL. WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT 4 NEW SLIM BRICK OVER EXISTING WALL o I WORKROOM HANDSINK 250 LBS 3'-0"TO 3'4" 2'-4"BEHIND SINK ANY WALL ATTACHMENT AND/OR SIGNAGE. 5. CUT FRAMING AS REQUIRED FOR INTERIOR AND O 1/2" (13MM)CEMENT BOARD OVER EXTERIOR FRAMING. EXTERIOR FINISH TO BE FLUSH. D. ALL DOORS TO PROVIDE 32"(915MM)MINIMUM CLEAR 1/2"SLIM BRICK 1/2"MORTAR BED OVER CEMENT BOARD '-0"CENTERED ABOVE 3-COMP OPENING WHEN OPENED TO 90 DEGREE POSITION FULL HEIGHT. ©2017 STARBUCKS COFFEE COMPANY /N 3-COMPARTMENT 300 LBS 4'-6"TO 7'-0" 3'-0" UNLESS OTHERWISE NOTED. SHELVES SINK E. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES STARBUCKS COFFEE MEET STARBUCKS AND/OR CODE REQUIREMENTS. 2. NEW FULL HEIGHT PARTITION WALL SHELVES AND DATA 300 LBS 1/2"AC 3'-0"CENTERED ABOVE MANAGERS COMPANY D RACK PLYWOOD DESK AND DATA RACK F. INSTALL 1/4"(6MM) GREEN BOARD ON BACKBAR WALL 3 5/8" 18 GA METAL STUDS WITH 5/8"(16 MM)TYPE"X' fz,\ L' 2401 UTAH AVENUE SOUTH PER SPECIFICATION. GWB,AND MOISTURE RESISTANT 5/8"(16 MM)TYPE"X" SEATTLE, WASHINGTON 98134 h RR GRAB BARS 300 LBS 2' 4"TO 3'-0" 1'-0"AROUND WC G. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS GWB ON WORKROOM AND BACKBAR SIDES TO (206) 318-1575 I I UNDERSIDE OF ROOF DECK ABOVE OR 6"ABOVE SHOWN OR NOTED OTHERWISE. CEILING WHERE OCCURS. THESE DRAWINGS AND SPECIFICATIONS ARE h RR HAND SINK 300 LBS 3'-0"TO 3'4" 2'4" BEHIND SINK H. SEE SHEET A-6001 FOR EXTERIOR DOOR AND WINDOW • NEW PARTIAL HEIGHT PARTITION WALL \ CONFIDENTIAL AND SHALL REMAIN THE SOLE I SCHEDULES. SEE SHEET A-1101 FOR TAGGED 6 I I PROPERTY OF STARBUCKS CORPORATION, LOCATIONS OF EXTERIOR WINDOWS AND DOORS. R WHICH IS THE OWNER OF THE COPYRIGHT IN SAME AS WALL TYPE 2, EXCEPT PARTIAL HEIGHT. v THIS WORK. THEY SHALL NOT BE h BABY CHANGING 300 LBS 3'4"TO 3'- 2'-10" BEHIND TABLE I. STARBUCKS VENDOR TO PROVIDE HARDWARE SEE INTERIOR ELEVATIONS FOR HEIGHT. REPRODUCED(IN WHOLE OR IN PART), SHARED STATION 11" SCHEDULE AND HARDWARE COMPONENTS. GC TO WITH THIRD PARTIES OR USED IN ANY MANNER INSTALL. ON OTHER PROJECTS OR EXTENSIONS TO THIS B NEW SLIM BRICK FULL HEIGHT PARTITION WALL PROJECT WITHOUT THE PRIOR WRITTEN h ARTWORK 50 LBS VARIES 1'4"BEHIND MOUNTING BRACKET J. SEE DETAIL 10/1-5003 FOR TYPICAL FULL HEIGHT \ --- CONSENT OF STARBUCKS CORPORATION. 3 5/8" 18 GA METAL STUDS WITH 1/2"(13MM)CEMENT PARTITION TOP AND BOTTOM CONDITION. BOARD OVER INTERIOR FRAMING. 1/2"SLIM BRICK 1/2" "° THESE DRAWINGS AND SPECIFICATIONS ARE 5/8"TYPE"X"GYPSUM INTENDED TO EXPRESS DESIGN INTENT FOR A DRIVE THRU 100 LBS 4'-0"TO 6'4" 6'4"AT DT WINDOW BOARD MORTAR BED OVER CEMENT BOARD. PROTOTYPICAL STARBUCKS STORE (WHICH IS n COMMUNICATIONS METAL STUDS AS O 3 NEW FULL HEIGHT PARTITION WALL W/INSULATION SUBJECT TO CHANGE AT ANYTIME)AND DO EQUIPMENT SCHEDULED NOT REFLECT ACTUAL SITE CONDITIONS. \ NEITHER PARTY SHALL HAVE ANY OBLIGATION ri CHILLER RACK 180 LBS 6'-0"TO 9'-0" 4'-0"CENTERED BEHIND MOUNTINGI_4i, 3 5/8" 18 GA METAL STUDS WITH ACOUSTICAL BATT 6NOR LIABILITY TO THE OTHER(EXCEPT STATED RACK INSULATION AND 5/8"(16 MM)TYPE"X"GWB,AND ABOVE) UNTIL A WRITTEN AGREEMENT IS 1X SOLID PRESSURE MOISTURE RESISTANT 5/8"(16 MM)TYPE"X"GWB ON -4- \ FULLY EXECUTED BY BOTH PARTIES. 100 LBS 4'-0"TO 6'A" 8'-0"BEHIND COUNTER TREATED WOOD RESTROOM SIDE TO UNDERSIDE OF ROOF DECK ABOVE. TEA SHELVES BLOCKINGDOUBLE RABBETTED STARBUCKS TEMPLATE VERSION 12017.05.18 NEW FULL HEIGHT PARTITION WALL W/INSULATION A.��tED A \ Ie�, METAL FRAME 3 5/8" 18 GA METAL STUDS WITH ACOUSTICAL BATT INSULATION,AND MOISTURE RESISTANT 5/8"(16 MM) �� rPV ti� v IW ,� TYPE"X"GWB ON RESTROOM SIDE TO UNDERSIDE OF • \ () MAItK S.SAIAPEK CCt ROOF DECK ABOVE. wAKRON, OH ,n'7, , JAMB DETAIL • NO.6036 O scae 3"= 1'-0" 4O NEW FULL HEIGHT PLUMBING WALL \ 6" 18 GA METAL STUDS WITH ACOUSTICAL BATT v /1, /! 6(/////X///1<///////roc//// //// //////////// //// ///////////_/111_ /////// ////1 e /// //////..&7/77�/ t0 INSULATION AND MOISTURE RESISTANT 5/8"(16 r- ,-..1 C Sly -/y ii7 v, /J i /J E / MM)TYPE"X"GWB ON BOTH SIDES TO UNDERSIDE \ 1/26/18 5'-0 1/4" . 10'-6 1 J 5 5 / OF ROOF DECK ABOVE. / I w /. 3 / 2 y © WOMENS © 1 O j 111oJ MENS / O NEW FULL HEIGHT PARTITION WALL N RESTROOM !% 1-1103 „� RESTROOM `T► O MOISTURE RESISTANT TYPE"X"GWB ON6" 18 GA METAL STUDS WITH 5/8"(16 )ONEX a OD 10449 - SIDE TO UNDERSIDE OF ROOF DECK ABOVE OR \ GEngineering and Architecture 0 c °D - ,. �I Irl l PD 6"ABOVE CEILING WHERE OCCURS. Professional Corporation 6'-9 1/2" D 10190 D 10190 r "' 1 I 520 SOUTH MAIN ST. SUITE 2531 X VESTIBULE �- I _______ I AKRON, OH 44311 © i i` O6 NEW EXTERIOR SLIM BRICK WALL \ P: 330.572.2100 F: 330.572.2101 �\ At �� iiiiii�isyiiwiii V A ////// //,/l//j/„/„/, O 0 TYPE"X”GYP. P.T. 2X6 STUDS WITH ACOUSTICAL N 1.1S GPD PROJECT NO: 2016355.37 © / BATT INSULATION AND 5/8”(16MM) TYPE"X" co o� r'-2 1/2' H 3 GWB ON INTERIOR SIDE,WOOD SHEATHING ON 12'-6 1/4" 5'-0" 8'-7" 6" 7 EXTERIOR SIDE, THER BARRIER, 1 1/2"AIR N ;cN •:.:.;.:.:- --� / / // , GAP AND INSTALL 1/2"(13MM) CEMENT BOARD \ OVER EXTERIOR FRAMING. 1/2"SLIM BRICK 1/2" v /4/ MORTAR BED OVER CEMENT BOARD. / 4 4 NEW EXTERIOR SLIM BRICK WALL \ 1 , o Le // TYPE"X'GYP. P.T. 2X10 STUDS WITH a)0 �\ fl¢ TYPE 'X'IGWB ON INTEROR SDENT FUR(RINGM) '♦' !2 -0 1/4 - WOOD SHEATHING ON EXTERIOR SIDE, '—I' �/ 01 �f/ CAFE WEATHER BARRIER, 1 1/2"AIR GAP AND INSTALL \ W /_J 1/2"(13MM)CEMENT BOARD OVER EXTERIOR FRAMING. 1/2"SLIM BRICK 1/2" MORTAR BED N >,OVER CEMENT BOARD. 0 CO CO co 0 0 / iv CO c .B NEW EXTERIOR SLIM BRICK WALL LL N 0-' WORKROOM 4 / - N TYPE"X"GYP. P.T. 2X6 STUDS WITH ACOUSTICAL 92: f U ~ O7 0 / O // N r BATT INSULATION AND 5/8"(16MM) WOOD r- / I SHEATHING ON EXTERIOR SIDE, WEATHER \ ' ♦ di co a I " iv / I BARRIER, 1 1/2"AIR GAP AND INSTALL 1/2" U / D L FI3MM)RAMINGEI/2' SLIM BRICKENT 1/2"1 2RMORTAIR BED ¢ Q O ,,= O O r / -` 1 OVER CEMENT BOARD. I- - H 0 0 7O NEW EXTERIOR FIBER CEMENT WALL \ v � O Q N j BACKBAR 0 O Q O ti 0 o> TYPE"X"GYP. P.T.2X6 STUDS WITH ACOUSTICAL v P, ♦♦ I 0... 11 r — / © BATT INSULATION AND 5/8"(16MM) TYPE"X" Cr) )C n D F- 1.0 © / r r-- --1 GWB ON INTERIOR SIDE,WOOD SHEATHING ON \ _. co / 1'-11 1/4" 15 EXTERIOR SIDE, WEATHER BARRIER, 1 1/2"AIR / STORE #: 3389 r [ 3'-5" / / 1-5001 GAP AND INSTALL 1X VERTICAL WOOD FURRING D 10205 c / 4O � 2O L J STRIPS, 1/2" FIBER CEMENT PANELS PROJECT #: 15375-032 1////////4;,\ - \ j/////////////////////////////////// AFe O_ • RE-CLAD EXISTING EXTERIOR WALL ISSUE DATE: 100%09.08.2017 E ..�Ij�, DESIGN MANAGER: RYAN WONG / 1'-5 1/4" �I 11 (FIBER CEMENT v O / N O / O •n ) LEEDmAP: SUZANNE SULLIVAN 0 r\ \ 1 �0c \ G \ I REMOVE EXISTING EXTERIOR FINISH (WOOD r PRODUCTION DESIGNER: HEB iii 5"->� 12'-8 1/4" l5" % SIDING) INSTALL IX VERTICAL WOOD FURRING \ // c �\ CHECKED BY: TOM CONNER v DX1019(1 13'-6" �1 II It 101 \ ll GI STRIPS,AND 1/2" FIBER CEMENT PANELS ON co / EXISTING WALL CONSTRUCTION Revision Schedule cn D io 28'-3 1/2" escription r to 9'-2 1/2" \-__ / 3 Rev 01/D10/18 ate By Revision 3DStructural Mod 4-.-� 0 I / o 0 SYMBOL LEGEND INTERIOR WALL LEGEND r1\//////////////////// / / / / DATUM POINT \ Y//////////////// NEW FULL HEIGHT WALL � v 11 �� O O 0 N / © !!�!-!�!�!-!�!�!�!�!�!�!i!ilili NEW PARTIAL HEIGHT WALL SHEET TITLE: 7:1- / 10'-21/4" / 0/a 4 INTERIOR FLOOR PLAN N ///4 � \� \ /� EXISTING WALL ✓ lYf 03 6O EXISTING COLUMN SCALE:AS SHOWN 0 1ST FLOOR - INTERIOR FLOOR PLAN t__2' 4' 8' SHEET NUMBER: N n NEW COLUMN N Scale 1/4"= 1'-0" Stale:1/4"=r-0 1-1103 r REFLECTED 92t4 SHEET 1. PAINT PSUM N NOTESBOARD P577-ES,TYP. CEILING IF REREQUIREDePYL ��LOCAL NOTESCODE,EGENERAL CONTRACTORfro TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH 2. PAINT GYPSUM BOARD P578-ES, TYP. POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE 3. PAINT GYPSUM BOARD TROUGH P534-ES,TYP. SEE REQUIRED IN GYPSUM SOFFIT OVER FRONTBAR, STRUCTURAL DRAWINGS FOR DETAILS. CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO 4. EXTERIOR LINEAR DIFFUSED LED SCONCE, SEE STARBUCKS'CONSTRUCTION MANAGER FOR APPROVAL ELEVATIONS. PRIOR TO INSTALLATION. 5. LIGHT SCONCE, SEE RESTROOMS ELEVATIONS FOR B. GENERAL CONTRACTOR TO PROVIDE AND LOCATE ©2017 STARBUCKS COFFEE COMPANY MOUNTING LOCATION, SEE ELECTRICAL FOR SPRINKLERS PER LOCAL CODES. CONTACT STARBUCKS �+ �+ K�7 ADDITIONAL DETAILS. CONSTRUCTION OUTION MANAGER IF DESIGN INTENT IS AFFECTED. STARBUl� COFFEE 6. TRACK LIGHTING FIXTURE, SEE ELECTRICAL, TYP. C. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE COMPANY 7. RECESSED CAN LIGHT, SEE ELECTRICAL,TYP. ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING 2401 UTAH AVENUE SOUTH GRID COLOR WHEN APPLICABLE. SEATTLE, WASHINGTON 98134 8. 2X4 TROFFER, SEE ELECTRICAL, TYP. D. LEAVE(10)ADDITIONAL RETAIL CEILING TILES, TO MATCH (206) 318-1575 9. SUPPLY DIFFUSER, SEE MECHANICAL,TYP. RETAIL CEILING PAINT COLOR,ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE USE. THESE DRAWINGS AND SPECIFICATIONS ARE 10. RETURN DIFFUSER, SEE MECHANICAL,TYP. CONFIDENTIAL AND SHALL REMAIN THE SOLE E. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR PROPERTY OF STARBUCKS CORPORATION, 11. EXHAUST GRILLE, SEE MECHANICAL, TYP. FIXTURES OR SUPPORTS. WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE 12. SPEAKERS TO BE MOUNTED AT 8'-0". F. HEATING,VENTILATING,AND AIR CONDITIONING (HVAC) REPRODUCED(IN WHOLE OR IN PART), SHARED SHOWN FOR DESIGN INTENT ONLY. CONTACT PROJECT WITH THIRD PARTIES OR USED IN ANY MANNER 13. LINEAR SUPPLY DIFFUSER, SEE MECHANICAL, TYP. MANAGER IF CHANGED. ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN 14. EMERGENCY EXIT LIGHT, SEE ELECTRICAL,TYP. G. DIFFUSERS AND RETURNS AT BACKBAR IN ACOUSTICAL CONSENT OF STARBUCKS CORPORATION. CEILING TILE TO BE CENTERED IN TILE, PAINTED TO THESE DRAWINGS AND SPECIFICATIONS ARE 15. EMERGENCY LIGHTING, SEE ELECTRICAL,TYP. MATCH ADJACENT FINISHES, TYPICAL. INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS 16. EXTERIOR REAR DOOR LIGHT, SEE ELECTRICAL, TYP. H. PAINT ALL EXPOSED HVAC DUCTS, HVAC DIFFUSERS, SUBJECT TO CHANGE AT ANYTIME)AND DO RECESSED SPEAKERS, LIGHT TRIM RINGS, PIPING, NOT REFLECT ACTUAL SITE CONDITIONS. 17. GYPSUM BOARD CEILING TO ACOUSTICAL TILE CONDUIT AND JUNCTION BOXES THE SAME COLOR AS NEITHER PARTY SHALL HAVE ANY OBLIGATION TRANSITION. SPECIFIED ON SURROUNDING CEILING OR SOFFIT NOR LIABILITY TO THE OTHER(EXCEPT STATED UNLESS NOTED OTHERWISE. TYPICAL THROUGHOUT ABOVE)UNTIL A WRITTEN AGREEMENT IS L 14355 L 14355 L 14355 L 14355 L 14355 18. RECESSED DIRECTIONAL CAN, SEE ELECTRICAL. RETAIL AREA OF STORE. FULLY EXECUTED BY BOTH PARTIES. 0 L 11419 0 0 L 16593 8 _8 • 0 8 6 • 0 I. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS TEMPLATE VERSION 12017.05.18 L 16593 STARBUCKS' NATIONAL ACCOUNT"COLOR CODE"WHEN l. • • • MTL-4 ORDERING PAINTS. r $0 Ake��` _� - J. SEE LIGHTING DESIGN PLAN FOR LIGHTING SCHEDULE, �� rr� �\ 11 `v FIXTURE TYPES AND DIMENSIONED LOCATIONS. V MARK S.SALOPEK m 0 15co © EQ 1EQ EQ / EQ © EQ, MTL-4 K. ADJUST EACH TRACK HEAD AT MENU BOARD LIGHTING AKIt()N, OH ti �N— -EQ� /`�N �I '• y i�� ® OO OO OO SO LIGHT BEAMS ARE POINTING CONSISTENTLY, JUST • NO. 6036 • ® ®F L 12907 \� O• ® 0 _ BELOW THE CENTER OF EACH MENU BOARD PANEL. OF 14172 F 14172 © 14172 F 14172 `� L 13401 �' c OO �o L 12907 7O = O o 14 A L. SEISMIC BRACING REQUIRED FOR DESIGN CATEGORY j�� ,j�1 . • • L 13401 ix iis �: „D„ !1 / `II, �A� N\ RESTROOM VESTIBULEa\ 3'- 13/4" 20 6'-0" 4'-51/4" 3'- 101/2" 3'-71/2" 3'- 1" 3'- 11/2" �'!'�� A 10017 ® 1/26/18 0 MENS / IP •�' /' •I' t' 0 `' o O `s o o 0 ® I L 14355 A 10017 12 m., , i RESTROOM — _ it 0 N 2 P578-SG P577-ES O P578-SG 0 ' m v O _ ` O 0 , F 14172 /®�� O/' , ® ® ® ® S 0 OP"S. 0 11 GPD Engineering and Architecture N P577-ES N Professional Corporation �� T I © 520 SOUTH MAIN ST. SUITE 2531 NI 2'- 1 3/4"J /2'!1 3/4" 2' 3/4" P578-SG 9'-3" N P577-LAV AKRON, OH 44311 • -4-L 1'057 (8) • L 15077 -- ® � L 11443 L 11443 L 11443 L 11443 �J g'_6" L 11443 L 11443 ^ 1 1 P: 330.572.2100 F: 330.572.2101 w L 12946 0 L 12946 0 1 12 6 L 12946 L 12946 sO sJ L 12946 GPD PROJECT NO: 2016355.37 O Om �� —_— — ® ® el ® ® ♦ ® i ' F 14172 O I -- — 1 o L>— a s s art 0 1 2. L 14355 ►O( 0 • — „_4 3 _11„ 3 _8„ 3'- 11" 3'-81/4„ 3 _ 11„ 4 _7„ 3'_11" ©P534-ES `J/ 3'-11„ / 3 _7„ 3 _11„ fie ill dit Lil - WORKROOM �(L 'f' CAFE s -3" w Q p 0 ® \ L 114435 L 11443 Q 11443 L 11443 P578-SG L 11443 to L 11443 f 2 k 1„6f L 12946 ® L 12946 ® 129460 ® L 12946 6I �J® ® 6 L 12946 10 'I F 14 2 0 9'-6” L 12946 6a) 1 I iQ I a a a • --:—:—: — Cr ti Cr omen 8 AI I CO C.) IN 1'-4" 3'- 11" 3'-8" V- 11" 3'-81/4" 3'-11" 4'-5" 3'-11" 3 - 11" 3'-7" 3'- 11" io i` © / / / / / / / / / 3OP534-ES �f /� i 4 05 _ L 14355 • 8 ih, 8 O O 9,_3„ tO J IM WI a as 06 L 11443 L 11443 L 11443 3 P578-SG r- rillik v' ,1 CV cn 10 P577-ES L 11443 L 12947 L 11521 0 L 12946 L 11521 ® L 12946 0 ® L 12946 0 ® P534 ES ®• 10 II © 14172 —LL ti CL AL 8 _8 cn V a 0 O 0 1 -:—• —:— —:—:- --:—:— - --: : - --: • 0lir ' �i _ 0lir �'j7� T-71/4" 1' 3'- 11" 3'-51/2" 3'- 11" / 3'-81/4" / ll U p O X 2 i Q p 5. •5 • BACKBAR P57O8 SG 9'-3" ® al a ® L 11517 H !�, < �_ 0 v 1 EQ---- 4 W U W Q f Lt ra a I r—�! 3'-7 3/4„ L 5 _0„ L 5'-1 1/2„ 7 _0„ 3'-9 3/4" `v I O 3 V N 11 2 /f if v cc r o U 30 • — f I 11 li N4; f ® • ®P577-ES ®~L 13401 0 C! ® N.. 14172 U 0a a r F- ,2'-101/2" 4'-4" 21- 11" 4'-5" 4 -5 4 -2 4'-3" 4'-21/2" ��3 -7 2'-5" w in ' I c i / �• �' �• �r ,�' ,I' ,f' / X ,r /Lo 41 g I • _ • loon 12 STORE #: 3389 C0 ' o 0 N 0 SUEPROJECT #: 15375-032 100%09..08 2017 a) E en P577-ES •0 s•• 0' F 14172 F AIN-17i 14172 F 14172 A 10017 ® DESIGN MANAGER: RYAN WONG LEEDOAP: SUZANNE SULLIVAN o 0 0 0 L 13401 N_ k PRODUCTION DESIGNER: HEB p L 12907 NO `• CHECKED BY: TOM CONNER a) _ 0 i!1 ,IIP- ID mo IIII 0 Ir 8'-8„ • • I • r N^ V rn Revision Schedule Date Description O 0 0 �� Rev 01/10/18 By Revision 3-Structural Mod U L 14355 L 14355 L 14355 U tjThinrill U OIL 14355 ► & L 14355 0 M MTL-4 SHEET TITLE: REFLECTED CEILING Nl 2' 4' 8' PLAN 01ST FLOOR — REFLECTED CEILING PLAN 0 I� SCALE:AS SHOWN tale:1 4"=1-0" 0 Scale 1/4"= 1'-0" SHEET NUMBER: N N 1-1108 SHEET NOTES FLOOR FINISH PLAN NOTES 4tate ..fr AL 1. TILE INSTALLATION START POINTS WHERE INDICATED BY A. STARBUCKS TO SUPPLY RETAIL FLOOR TILE AND TILE .. DATUM SYMBOL. BASE. GENERAL CONTRACTOR TO INSTALL. GENERAL CONTRACTOR TO SUPPLY WORKROOM TILE AND BASE 2. FLOOR SINK/FLOOR DRAIN LOCATION WHERE INDICATED. AND INSTALL. GENERAL CONTRACTOR TO SUPPLY AND INSTALL MORTAR,ADHESIVE,AND GROUT. GENERAL 3. FLOOR CLEANOUT LCOATION WHERE INDICATED. SEE CONTRACTOR TO INSPECT ALL TILES AND REJECT PENETRATION PLAN FOR EXACT LOCATION. SEE DAMAGED OR SUBSTANDARD TILES PRIOR TO PLUMBING DRAWINGS FOR MORE INFORMATION. INSTALLATION. 4. NEW FLOOR THROUGHOUT. B. ALL FLOORING AND BASE MATERIAL TO BE INSTALLED ACCORDING TO SPECIFICATIONS. ©2017 STARBUCKS COFFEE COMPANY 5. ALIGN WALK-OFF MAT WITH FACE OF JAMB. C. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. STARBUCKS COFFEE 6. BASE TILE THROUGHOUT PER WALL BASE SCHEDULE. FOR CARPET INSTALLATION, REFER TO 7. RECESSED WALK-OFF MAT AT ENTRANCE, SEE D MANUFACTURER'S INSTALLATION INSTRUCTIONS. COMPANY STRUCTURAL. 2401 UTAH AVENUE SOUTH 8. EXISTING GREASE TRAP, SEE PLUMBING DRAWINGS FOR SEATTLE, WASHINGTON 98134 MORE INFORMATION. (206) 318-1575 9. WALK-OFF MAT TO EXTEND 1'-0" PAST DOOR OPENING THESE DRAWINGS AND SPECIFICATIONS ARE OR ADA CLEARANCE.ALIGN OPPOSITE SIDE OF DOOR CONFIDENTIAL AND SHALL REMAIN THE SOLE AT WITH FULL FLOOR TILE. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS FLOOR FINISH LEGEND PROJECT FSTA STARBUCKS T THE CORPOIOR RITION CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A - - — - - INDICATES NEW TILE BASE (ID: 14770) PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. INIDCATES NEW WALK-OFF MAT( ID:12243) NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS - ' _ FULLY EXECUTED BY BOTH PARTIES. ////////////// // ?NT = _ INDICATES NEW FLOOR TILE(ID: 17787) _ —I _ _ STARBUCKS TEMPLATE VERSION 12017.05.18 WOMENS�- �� MENS Ell AI / / / DATUM POINT � �' �� c__ ril �--- 0 :4Q-01 'lN ° i RESTROOM f I/ A i ' / ' '© 17787 / _ 17787 ©� O ` .0 I / I 1 r I I * OD I / �, _ Q INTERIOR WALL LEGEND Bei i o�1co;l,x'Arc‘,....i Ill. / 11111 © VESTIBULE © // �' I III ° ° ---- OF !� —`.— 1��■■■■Y —_� ////////////////I NEW FULL HEIGHT WALL NO. G038 —, / �---N MOWN. HMV MEWS// ■■■■ ----�----�,'r MIN ��O��ilOiOliO!i!i!wili� NEW PARTIAL HEIGHT WALL S11 11 1t a� -' ► �t ■■■. ----_—_-�� EXISTING WALL 1/26/18 C� MIIIMNPIMPAI - 1 6'-0„ In—ES— Min M IMMO ea --_--_-----_ENgat Sim EXISTING COLUMN /'. ---MILI HI 1-5001 I I I I I I I I I I NEW COLUMN GPD Engineering and Architecture 1i I I I I I I I I Professional Corporation 1 I I I 520 SOUTH MAIN ST. SUITE 2531 I I - ✓ AKRON, OH 44311 /��/ �---------_---_---_—_--_—_�� P: 330.572.2100 F: 330.572.2101 1 - n% I J I I I GPD PROJECT NO: 2016355.37 tpas WAIIS ao I I ��-��M r1 wool now IffiN (.0 ORKROO Mit I Y FillillT 17767 / �_■ 1■ .1■ — ' —.mN!r!u. _�--_---r� H �_ / ' _i�__�1 Ill m ram nra ��®��■ai 00 w 111PCM.11111 r•-• re �_sre_ / -____ iu„ BACKBAR ^ L�_1 0__—___—'��i�_o Q 06 i �__��U) N %rowA ' / WS_�15001 �O� Tma 1 Ian= - -J EN WI akin/�� V co 0IN_�_v / NEN ,.,i..........u.rtaialla• r---i - a1111111:1=m-, INSIIMMENNik 6 0 18 _I r 1 ■1 i �1 I_I__II■I■ II______�__IN I-51 Mtn U LLI o < o r Ar __ _1111.11.111% _ i'i_ net-- GIn��__ �e__N MUM Ma m �__ ma o Q o _� 9 41111:011 to nu EV____ 'Ir�___�_11 co STORE #: 3389 N PROJECT #: 15375 032 C ii� — — - �� - ��. �— ISSUE DATE: 100% 09.08.2017 ////////////////////////////////////////////////////////////////////////. .� DESIGN MANAGER: RYAN WONG EII II ■ IIIII=�_�1-�111111 LEEDOAP: SUZANNE SULLIVAN U r. — �� © � �]—;�— O 11 O ■- = PRODUCTION DESIGNER: HOB O CHECKED BY: TOM CONNER c -� — o ✓ U 111 U Revision Schedule a) Rev Date By Description co 01//10118 Revision 3-Structural Mod U 0_ SHEET TITLE: o FLOOR FINISH PLAN to Cri NO 1ST FLOOR - FLOOR FINISH PLAN © r 2 4 6 SCALE:AS SHOWN co Scale 1/4"= 1'-0" Scale:1/4"=T-0" C)- N SHEET NUMBER: N 1-1109 A 10017 ,� QX10004 ,1 SHEET NOTES INTERIOR ELEVATION NOTES Ahh,\ 0 14302 EQ EQ 1. CUSTOM MENU RAIL. A. REFER LLTATIONO ARTWORK SPRACINGOVIDER'REQUS INSTRENTS.UCTIONS FOR lor .... .. PIREM , _ 2. CEILING MOUNTED EXIT SIGN. SEE ELECTRICAL F F DRAWINGS. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT 3. GRAPHIC TO BE PRINTED ON WALL COVERING. BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF O G 12693 , COUNTERTOP. Q 14302 * G 17168 R Co f C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER O TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, co I N c 3 REFER TO THE FURNITURE, FIXTURES,AND EQUIPMENT ©2017 STARBUCKS COFFEE COMPANY '--Sc , c PLAN. F -' c L J D. SEE ENLARGED RESTROOM PLAN DETAILS FOR STARBUCKS COFFEE T ACCESSORY MOUNTING HEIGHTS. NAY N Q 14302 2401 UTAH AVNUE SOUTH , SEATTLE, WASHINGTON 98134 206 318-1575 \ \ \\ -' \ 1 4 1 B 14770 ) 14'-7" 7'-6" 21-0 1/2" THESE DRAWINGS AND SPECIFICATIONS ARE OCAFE TO RESTROOM VESTIBULE it" ' CONFIDENTIAL AND SHALL REMAIN THE SOLE 3 -71/2 1/4 3 -71/2 1/4 3'-71/2" 1/4" 3'-71/2" 1/4" 3'-9" 1/4" 3'-83/4" 2'-01/4" PROPERTY OF STARBUCKS CORPORATION, scale 3/8"= 1'-0" / 1/4" WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE P578-ES Q 18298 P578-ES P534-ES REPRODUCED(IN WHOLE OR IN PART), SHARED r v is r a rr �+ v cv. cr t1 WITH TTHIRRDP RPARTIES OR USEDE NIN ANY MANNER • =_r.. ==Mit - �� ' II I I I� M �' 2000 O CO SENT OF STARBUCKS COR ORAT ONHIS a e a J - -- _ A 'c C-- 6. P534-ES WD0077G THESE DRAWINGS AND SPECIFICATIONS ARE _ _ Ip) _ --a 0 — - — - — - — - — — - INTENDED TO EXPRESS DESIGN INTENT FOR A 4. •• _ r ` PROTOTYPICAL STARBUCKS STORE(WHICH IS ��` l \\ 1111 ■_ ? `l l \l'\0" `\�1\"�2' 0" 3/4" SUBJECT TO CHANGE ATANYTIME)ANDDO =........=a..... _-• 4 CX20001 0"�l�/2' �2 NOT REFLECT ACTUAL SITE CONDITIONS. O L I O E T E D = -_ - I '�� P534-ES Ak 4 <` I NEITHER PARTY SHALL HAVE ANY OBLIGATION `• = — { �� , „ `3 „ /4 N ABOVE) UNTIL A WRITTEN GREEMENT ��:-' _• - eo I ,7 .= Ci ii " \\�\\ i \\��\ '1 FULLY EXECUTED BY BOTH PARTIES. S _ 3 „ WD0077 IMMO ■� 1■ Bo - cx20004 oEs; n rain _ ,--, - is 1/4‘ ,1� i"' w STARBUCKS TEMPLATE VERSION 12017.05.18 CP0001 rim 1. gal___, I,� ^ - \l\1\l� \ \l l\1\l\� P534-ES �ti¢' :;;;E:j�o � ►1�1111�1 lel_ � � ! McUtK S0111111 III ill III, I 1-5003 QQ1 `� C. A[:11 - ■■ ■ 71� ■ 1 [ I I �� 1 • NO. 0036 • 1-50034 [WD007 ] B 14770 \ \ — — — — — — � �1Ii�'1 FRONTBAR - CUSTOMER SIDE MERCHANDISE WALL 14770II / - ' 1/26/18 (5 1-5003 \ scale 3/8"= 1'-0" 6 scale 3/8"= 1'-0" A • _ a GPD Engineering and Architecture F 14172 © 14172 p534-ES P578-ES F 14172 P534-ES F 14172 F 14172 F 14172 A 10017 A 10017 F 14172 F 141720 14172 Professional Corporation et • j__ C-11 r�'v ----7 11 1 1 v I I I ST. SUITE 2531 520 SOUTH MAIN AKRON, OH 44311 -_ 15..-15..-.- \ _ ! fgt t--. 2 10017 P: 330.572.2100 F: 330.572.2101 - = I •I111= •milil• milnim eV GPD PROJECT NO: 2016355.37 QX10004 ° I -''y �,�Ias aaiaa ■a n P ( � \ T 2 t : _ - Hit Iii �� I��t _ •- w T a J o T ■ M — co bU CP0001 ' cO 2 E0 i i Ns WI = \ / ‹ / \ > W CO � " F - \ \ \ Sc LL (NJ cc N. [MAD�01] 6 V CA O ( CAFE - NORTH 4 CAFE - EAST 2 W Q Sole 3/8"= 1'-0" scale 8"= 1'-0" . U CL O _ zIL < ((1) 0 U U— O r CK L O < O O• E 0 co N d 0 r O P578-ES P534-ES QX10004 QX10004 Q 18298 tLo` P578-ES P534-ES 3389 rr, Sc-- - Q 14302 QX10004 STORE #: in- \ A 10017 ^\ a - ., a a - C. G \ _ V PROJECT 15375-032 • -- - it I „ • 18298 II ' I II I � Li P534-ES • •' i ISSUE DATE: 100%09.08.2017 a) AI T— a DESIGN MANAGER: RYAN WONG D ' 1 PRODUCTION DESIGNER: HEB 6E6 , I , ' ' 1- LEEDOAP: SUZANNE SULLIVAN t` l��4 ,,,,„„„,\„,, ,,t, ,,, , ' I CHECKED BY: TOM CONNER 17 _.-. NI ,r—. ^ , ' I\ \'t 11 ' �\ l \, 1: P534-ES , ,� " p , , Revision Schedule i. I 07_ h I `° ' - : 1 11 t�1 t l' l \� l lt' Rev Date ByDescription ,t ` , ' 3 01/10/18 Revision 3-Structural Mod coD Bo 01 F 14172 - c0 ' , ' ' I " !` '��` .\��1\ l ��1.�1\��,t• ,l\' , t\ , ' I ' ' , F 14172 F 14172 F 14172 F 14172 CP0001 WD0077 `f. �' \ N\ ,t 1 t 1 t ‘kr \ lt\l\1\\\1 ix\ 1..,,'1`\t 1\ '.. i'C = SHEET TITLE: a • 1 ` l t 'i } 1; INTERIOR ELEVATIONS NII f 1 ' I� \ \ \ I , , , I I i ' I I l .—_._....._.,._..„.__ I ! --- \ \ T WD0077 SCALE:AS SHOWN co [MAD101J B 14770 CAFE - WEST [MAD101] B 14770 Scale,3B"=T-O• c1� CAFE - SOUTH N / scale 3/8"= 1'-0" \2 Scale 3/8"= 1'-0" SHEET NUMBER: N 1-2101 HVAC CONTROL NOTES MECHANICAL DESIGN PLAN NOTES 9itet VENTILATION AIR CALCULATION(BASED ON THE 2014 OMSC WITH STATE AMENDMENTS AND ASHRAE STANDARD 62.1) NOTE: SEE OTHER GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. A. SEE MECHANICAL SPECIFICATIONS FOR FURTHER ZONE OCCUPANCY ZONE OUTDOOR AIR OUTDOOR AIR ZONE AIR MINIMUM THE BELOW NOTES ARE NOT A COMPLETE SEQUENCE OF OPERATIONS. REQUIREMENTS. „Ar 6, AL MARK AREA SERVED OCCUPANCY AREA DENSITY POPULATION CFM PER CFM PER EFFECTIVNESS OUTDOOR AIR CO2 SENSORTO SETPOINT SHALL BE 1000ppm. CATEGORY (Az) (P/1000 SF) (Pz) PERSON (Rp) SF(Ra) (Ez) (CFM) B. SEE ARCHITECTURAL SHEETS FOR PAINTING AND RTU-1 & RTU-2 COLORS OF ALL EXPOSED DUCTWORK, DIFFUSERS AND OCCUPIED MODE: GRILLES. RTU-2 BAR BAR-KITCHEN 573 100 3 7.5 0.18 0.8 158 1. FAN SHALL RUN CONTINUOUSLY WHILE BRINGING IN MINIMUM DCV GAS REQUIREMENTS: OUTSIDE AIR AS INDICATED. C. SEE ARCHITECTURAL SHEETS FOR DIMENSIONED WORKROOM OFFICE/STORAGE 476 5 2 5 0.12 0.8 84 SYSTEM IS SIZED FROM LOW PRESSURE 2. IF CO2 SENSOR SETPOINT IS EXCEEDED,OUTSIDE AIR DAMPERS DIFFUSER&EXPOSED DUCT LOCATIONS. GAS(10"W.C.AT 0.3"W.C. PRESSURE SHALL MODULATE TO MAXIMUM DCV OUTSIDE AIR INDICATED, ADDITIONAL DROP) OVERALL SYSTEM LENGTH OF ONCE CO2 LEVELS DROPS BELOW SETPOINT, OUTSIDE AIR DAMPER D. DIFFUSERS AND RETURN GRILLES SHALL BE CENTERED VENTILATION KITCHEN 200 - - - 0.7 0.8 175 100' SHALL RETURN TO MINIMUM DCV CFM. IN CEILING TILE, UNLESS OTHERWISE NOTED. ©2017 STARBUCKS COFFEE COMPANY (NOTE 3) RTU-1 = 120 MBH 3. 1ST STAGE HEATING SHALL BE FIRED. RTU-2= 120 MBH 4. 1ST STAGE COOLING SHALL BE ECONOMIZER AIR IF AIR CONDITIONS E. REFERENCE LANDLORD WORK LETTER FOR DIVISION OF TOTAL 417 WATER HEATER= 40 MBH ARE GOOD (OPERATION PER CODE). MECHANICAL SCOPE OF WORK AND COORDINATE WITH STARBUCKS COFFEE TOTAL= 280 MBH 5. 2ND STAGE COOLING SHALL BE MECHANICAL. STARBUCKS CONSTRUCTION MANAGER. OCCUPANCY ZONE OCCUPANCY ZONE OUTDOOR AIR OUTDOOR AIR ZONE AIR MINIMUM DCV MAXIMUM DCV COMPANY MARK AREA SERVED AREA DENSITY POPULATION CFM PER CFM PER EFFECTIVNESS OUTDOOR AIR OUTDOOR AIR UNOCCUPIED MODE: CATEGORY (Az) (P/1000 SF) (Pz) PERSON(Rp) SF (Ra) (Ez) (CFM) (CFM) 1. FAN SHALL CYCLE WITH HEATING/COOLING SECTION AND OUTSIDE SHEET NOTES 2401 UTAH AVENUE SOUTH AIR DAMPER SHALL BE CLOSED. SEATTLE, WASHINGTON 98134 RTU-1 SEATING FAST FOOD -DINING 1092 SEAT COUNT 56 7.5 0.18 0.8 246 771 2. HEATING AND COOLING SECTIONS SHALL CYCLE AS CALLED FOR 1. ROUTE 30"x16"SUPPLY AND RETURN DUCT UP THROUGH ROOF AND (206) 318-1575 BY THE THERMOSTAT. TOTAL 246 771 CONNECT TO RTU-1.TRANSITION TO FULL SIZE CONNECTIONS AT UNIT,EF-1 PROVIDE WITH FLEXIBLE DUCT CONNECTION TO UNIT. REFER TO SHEET THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE 1. FAN SHALL COME ON DURING OCCUPIED TIME AND RUN PRIOR FOR FURTHER INFORMATION. SUPPLY EXACT LOCATION PROPERTY OF STARBUCKS CORPORATION, NOTES: PRIOR TO START OF ANY WORK. ENSURE SUPPLY AND RETURN DUCTS 1. SEATING ZONE POPULATION IS BASED UPON SEAT COUNT WITH WITH DIVERSITY. CONTINUOUSLY. PENETRATE ROOF BETWEEN TRUSSES AND THE OUTSIDE AIR INTAKE IS WHICH IS THE OWNER OF THE COPYRIGHT IN 2. HVAC UNITS SHALL BE BALANCED TO PROVIDE THE MINIMUM DCV OUTDOOR AIR QUANITIES INDICATED. 2. DURING UNOCCUPIED TIME, FAN SHALL BE OFF. LOCATED 15FT FROM ANY VENT. THIS WORK. THEY SHALL NOT BE 3. ADDITIONAL VENTILATION IS REQUIRED FOR(1)WARMING OVEN AND(1)DISHWASHER. REPRODUCED(IN WHOLE OR IN PART), SHARED 4. MAXIMUM DCV VENTILATION AIR SHOWN SHALL BE CONTROLLED BY CO2 SENSOR(SEE OTHER CONTROL NOTES). LEED SPECIFIC REQUIREMENTS 2. CONNECT"TO UT ANDRETURN DUCT LSIZECOTHROUGH IROOF SAND 1NITHTHIRD PARTIES OR TO CONNECT TO RTU-2. TRANSITION TO FULL SIZE CONNECTIONS AT UNIT, ON OTHER PROJECTS OR EXTENSIONS TO THIS PROVIDE WITH FLEXIBLE DUCT CONNECTION TO UNIT. REFER TO SHEET PROJECT WITHOUT THE PRIOR WRITTEN M-1102 FOR FURTHER INFORMATION. COORDINATE EXACT LOCATION CONSENT OF STARBUCKS CORPORATION. RESTROOM EXHAUST CALCULATION (BASED ON THE 2014 OMSC WITH STATE AMENDMENTS) 1. DUCT FRICTION LOSS SIZED AND SHALL BE INSTALLED TO 0.05 IN. PRIOR TO START OF ANY WORK. ENSURE SUPPLY AND RETURN DUCTS THESE DRAWINGS AND SPECIFICATIONS ARE W.C./100 FT. MAXIMUM. PENETRATE ROOF BETWEEN TRUSSES AND THE OUTSIDE AIR INTAKE IS INTENDED TO EXPRESS DESIGN INTENT FOR A MARK AREA SERVED NUMBER OF WATER CFM PER TOTAL MINIMUM PROPOSED LOCATED 15FT FROM ANY VENT. PROTOTYPICAL STARBUCKS STORE (WHICH IS CLOSETS/URINALS WC/UR EXHAUST CFM EXHAUST CFM 2. UNIT ECONOMIZER SHALL INCLUDE MOTORIZED DAMPER AS PART OF SUBJECT TO CHANGE AT ANYTIME)AND DO FACTORY INSTALLATION. 3. ROUTE 10"0 EXHAUST DUCT UP THROUGH ROOF AND CONNECT TO EF- NOT REFLECT ACTUAL SITE CONDITIONS. EF-1 RESTROOMS 2 75 150 260 3. DUCT JOINTS SHALL BE SEALED IN ACCORDANCE WITH ASHRAE 90.1 1. TRANSITION TO FULL SIZE CONNECTIONS AT UNIT. REFER TO SHEET NEITHER PARTY SHALL HAVE ANY OBLIGATION CLASS B AND OREGON STATE ENERGY CODE. M-1102 FOR FURTHER INFORMATION. EXHAUST FAN SHALL RUN NOR LIABILITY TO THE OTHER(EXCEPT STATED CONTINUOUSLY WHEN STORE IS OCCUPIED AND SHALL TURN OFF ABOVE) UNTIL A WRITTEN AGREEMENT IS 4. ALL SUPPLY AND RETURN DUCTS SHALL BE INSULATED TO MINIMUM R- WHEN STORE IS NOT OCCUPIED. EXHAUST FAN CONTROL SHALL BE FULLY EXECUTED BY BOTH PARTIES. M X0105 8 WHICH MEETS CODE. ACCOMPLISHED WITH LCP. COORDINATE WITH ELECTRICAL, SEE 12"x12" SCHEDULE FOR SIZE. STARBUCKS TEMPLATE VERSION 12017.05.18 r - - 130 4. THERMOSTAT SHALL BEWALL MOUNTED �DAY PROGRAMMABLE WITH NIGHT A.F.F.STAT FOR RTU-1 AND RTU-2 AT 48" �tiRED PROFESS 01/30/18 - • _ r. -r ,,,a:=,: a-u.,a,.,, ,.v -„w,owm „ada:a-.-- -s- _ _ SETBACK ANDA MINIMUM 5 DEGREE DEADBAND. CONFIRM HEIGHT oma ��GI N FF,Q oI- © X010CI 1 " ' ' ' " "'� �' COMPLIES WITH BARRIER FREE,AND ALL OTHER LOCAL 9f M X0101 •�• 8"o 8"0 REQUIREMENTS. 408PE +10„0 !Sl ii 1■ Q EMENTS. MULTIPLE HERMOSTATS SHALL BE STACKED IN A�� 10"0Y=: ®II � 1■ IVERTICAL CONFIGURATION WITH A MINIMUM OF 8"CLEARANCE BELOW [/��/)�290 M 1X0105 e / •J - ( 290 I EACH THERMOSTAT. /` EGO 12"X12" '/f IlL' 130 . REMOTE TEMPERATURE SENSOR AT 60"A.F.F ON WALL.�� M X0103 in�'i =m M X0103 I s _ 6. MANUAL BALANCING DAMPER(TYPICAL). DAMPERS SHALL NOT BE�I INSTALLEDATTHE GRILLE/NECK UNLESS SHOWN. lIP II I I O O ! „._r.>• E>IAIpEg iz1311zo>a 75 O 75 7. CO2 SENSOR LOCATED AT 60"A.F.F. ON WALL. INTERLOCK WITH 10"0 II �� ► 1 RESPECTIVE HVAC UNIT AND SEE M-0001 FOR FURTHER INFORMATION. ��11 11� I © O O O O O O O O COORDINATE CONTROLS WITH HVAC UNIT AND PROVIDE ADDITIONAL M X0101 6 ' X0101 I ' M X0101 M X0101 M X0101 { CONTROL COMPONENTS AS MAY BE NEEDED FORA COMPLETE AND /'. 10"0 • . MI X0101 ■�L - r { OPERATIONAL SYSTEM. I?1iU1i 110"0 10"07 10"0ly: II GPDEngineeringandArchitecture t8. CO2 ALARM SHALL BE MOUNTED AT 60"A.F.F. NEXT TO MANAGER'S Professional Ca oration �I, © O zoo -- 200 200 n 5 �3J �__� O • STATION, COORDINATE WITH ELECTRICAL FOR POWER RECEPTACLE.t 520 SOUTH MAIN ST. SUITE 2531 �1. 1 { • { i� 9. TYPE'B'FLUE VENT TO WATER HEATER. LOCATE A CODE MINIMUMAKRON, OH 44311 © I ® toa8"0 It �� 12"0ai I11t■■■■rp�� P: 330.572.2100 F: 330.572.2101 MI { Min, DISTANCE AWAY FOR OUTSIDE AIR INTAKES AND PARAPET ON ROOF. t�1 © 0 ditaaskA20"04 _ % � OFFSET VENT AS NEEDED. IF ADDITIONAL SEPARATION IS NEEDED, GPD PROJECT NO: 2016355.37 .ori pe© X0101I {`I� 1j � l ( - g 0 ,��, ® \ fEXTEND FLUE TO 3 FT.ABOVE INTAKE OR PER AHJ. 10"020'x24 ��li��l� 11,* _ - �, 10. PROVIDE AND INSTALL DUCT MOUNTED SMOKE DETECTOR IN RETURN ' �i-IISV��1 '_ter-1■_- - _ y 280 '{. IITsrmsu,p�� l { �E - -- - - _ ,_ AIR PLENUM. INTERLOCK SMOKE DETECTOR WITH RESPECTIVE RTU ■ �■ ► • ■ I ■� �■� ! M X0101 TO SHUT OWN UNIT UPON DETECTION OF SMOKE. COORDINATE WITH I■��■ 'b.- 1 aMi��:P re;V=1a r{� 1 ® i ELECTRICAL AND SEE POWER SHEETS FOR FURTHER REQUIREMENTS I■�■��a rel ■ ' \ISI / 10"0 ii 8"0 �'- - -'O { r■I -►�CII■I �� ► AND REMOTE ANNUNCIATOR. INTERCONNECT WITH CENTRAL SYSTEM IF v nrran•-.ronn C] ♦ i"air--k lf� 200 APPLICABLE. (SEE DETAIL). O ��: i 11.9110x,104 O M X0102 )"Mg - -• -_, ``-ral I.\ 24'x24' 24"x3„ t) 1 (l1 P. OF 14 I' 11. 3/4"GAS TO WATER HEATER WITH APPROVED GAS SHUT-OFF VALVE, �, M tv 1 1500 164 © X0104 DIRT LEG,AND FLEXIBLE GAS CONNECTION. I- YM X0101 `I 10"0 11 II sm _.� 24"x24" " { �` { �_O - - N -• - - 12. ROUTE 3/4"GAS LINE UP THROUGH ROOF. SEE ROOF PLAN FOR© -- �� CONTINUATION. CO N 10'0 ----- ffi_---- ------- �� m.`_ ------ - ��_.-------- - ii NI II ,4 280 , �� we ■ S N '• M X0104 „x �� in' 13. CARBON MONOXIDE SENSOR LOCATED AT 60"A.F.F. ON WALL W W �� ■I �� ■ 71�1� ■ 8 0 24"x24" INTERLOCK WITH RESPECTIVE HVAC UNIT. COORDINATE CONTROLS •M X0104 8"0 ■I �■..�/1■I ■ ► X0101WITH HVAC UNIT AND PROVIDE ADDITIONAL CONTROL COMPONENTS AS co Q © ItreallgiRl O li 16„0 1�� 1375 VI 10"0 ' pI24"x24" 1500 �� IL, MAYBE NEEDED FOR A COMPLETE AND OPERATIONAL SYSTEM. LT 280 1 � ® • 14. CARBON MONOXIDE ALARM SHALL BE MOUNTED AT 48"A.F.F. NEXT TOV' I \ MANAGERS STATION. COORDINATE WITH ELECTRICAL FOR POWERo ® _/r`_ll- -----._.. - -_------ ---- - _�al -_ -- - --._. _._...__ RECEPTACLE. LLI -Ns ma 0 �i ' 'A .1 .. 15. ROUTE DUCT THROUGH ROOF TRUSS. TYPICAL. sail0 (RTU-2) 10"° �Itil�� 10"o ° M zo1o1 MECHANICAL I- 0 000u°goo _ Co `I 10 II II pxo111 OM X0106 10"e SCOPE OF WORK SUMMARY _f33 0 0 Q I IL �ti: 11 ____ it LE Xo1o1 200 _ O <^ O ~ o ceQ �� ' ©X0108 ', © �'� , 0 I THE FOLLOWING SCOPE OF WORK IS BASED ON THE LANDLORD'S a L.L d r I- rl�■�. '�]'� O 280 ' 0 0 0 0 0 'ESI WORKLETTER EXHIBIT C. THIS SCOPE OF WORK IS NOT INTENDED TO • : INDICATE THE FULL SCOPE, BUT ONLY A BROAD SUMMARY. THE GENERAL 10"o �� © ■: 10 CONTRACTOR SHALL REFERENCE THE COMPLETE WORKLETTER FOR A STORE #: 3389 �I�I�=o -- -- - MORE DETAILED DESCRIPTION OF WORK BY BOTH PARTIES. ANY N 11 �� T ' I I : : - 1 - PROJECT #: 15375-032 i a ,_' II'll X0101 X0101 O r "-- --- - . QUESTIONS REGARDING SCOPE SHALL BE BROUGHT TO STARBUCKS 7 C „„,or l I _ ATTENTION FOR CLARIFICATION. RESPONSIBILITY INDICATED BELOW ISSUE DATE: 100%09.08.2017 M X0101 �� _ ® �I�J1 10"0 10"0 rAV ��-- MEANS FURNISHED, PERMITTED AND INSTALLED BY THE PARTY INDICATED. DESIGN MANAGER: RYAN WONG �� • O Yat C L 1 LEEDOAP: SUZANNE SULLIVAN -J 280 280 v ll 10"0 x - �� RESPONSIBILITY 0 280 ♦ WORK DESCRIPTION CHECKED BY: TOM CONNER p �f v 12"o MEM MI 10"0 I Ant, I LANDLORD STARBUCKS PRODUCTION DESIGNER: HOB N III gra ■�� .yl X0101 g O 10"0 HVAC UNITS, CURB AND STRUCTURAL X r • - - - ► �� ►- 80 ( X Revision Schedule HVAC UNIT ECONOMIZERS AND RELIEF in •, ' �I la SMOKE DETECTORS IN DUCTWORK AND x INTERLOCK Rev Date By Description co D { i t 1 syg j . O THERMOSTATS AND CONTROLS x 3 01/10/18 Revision 3-Structural Mod U i1 _ EMS CONTROLS X ' L I_ ,a. a I . MOTORIZED DAMPERS FOR BACKDRAFT X E EXHAUST FAN, CURB AND MOTORIZED X DAMPER. cd DUCTWORK 12"OR LARGER X SHEET TITLE: Q a DUCTWORK 10"OR SMALLER X j MOTORIZED DAMPERS FOR CONNECTIONS X MECHANICAL HVAC N I GAS SERVICE AND METER x PLAN aj © GAS PIPING TO SPACE X SCALE:AS SHOWN co w tr42' 4 8 GAS PIPING TO HOT WATER TANK X N 1ST FLOOR - MECHANICAL HVAC PLAN GAS PIPING TO HVAC UNITS X SHEET NUMBER: 0 CIO Scae 1/4"= 1'-0" LOUVERS FOR INTAKES, EXHAUST AND X M-1101 co PRESSURE RELIEF