2301 N Tustin Ave Unit #A - Plan

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HEAVY-DUTY GRID NOTES: 1. LIGHT FIXTURES OR DIFFUSERS IN EXCESS OF 56 LBS REQUIRE (4) 12 GAUGE HANGER WIRES. 2. SUSPENDED CEILING TO COMPLY WITH ASCE 7-16 SECTION 13.5.6.2.2., ASTM C636, CISCA DESIGN REQUIREMENTS 3. CEILINGS SHALL BE SPECIAL INSPECTED PER SECTION 11A.1.3.9 OF ASCE 7.16 (SEE ADDITIONAL NOTES ON RCP) (2) 12 GAUGE HANGER WIRES TO STRUCTURE ABOVE - AT ALTERNATE CORNERS OF ALL 2X4 LIGHT FIXTURES AND HVAC DIFFUSERS 2" OVERSIZED RING ADAPTER AT SPRINKLER HEAD INSTALL COMPRESSION STRUT EA. DIRECTION OR EVERY 144 S.F. OF CEILING AREA PER CBC STANDARDS 47-18 12 GA. WIRES @ 12'-0" O.C. SPLAYED 45° FROM CEILING PLANE CROSS RUNNER @ 2'-0" O.C. 45° - TYP . WA L L MAIN RUNNER @ 4'-0" O.C. NOTE: 1. ALL INTERIOR WALL & CEILING FINISHES SHALL BE FLAME SPREAD CLASS III MIN. 2. SUSPENDED T-BAR SYSTEM SHALL BE 25 GA. MIN. 3. SUSPENDED CEILING TILE SYSTEM TO COMPLY WITH ICC-ESR #1308 4. ALL 24" X 48" LIGHT FIXTURES & 24" X 24" HVAC DIFFUSERS SHALL BE SUPPORTED BY A MIN. OF (2) HANGERS @ OPPOSITE CORNERS - CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 5. CEILING SYSTEM GRID TO BE HEAVY DUTY. 12 GA HANGER WIRE @ 4'-0" O.C. ALONG EACH MAIN RUNNER 6'-0" MAX. CEILING SYSTEM GRIDTO BE HEAVY DUTY. ++ 1/2 " =.5 L=5' MAX. x 12"=60 PROVIDE COMPRESSION STRUTS @ 12'-0" O.C. EACH DIRECTION (OR 144. S.F. AND WITH 6'-0" OF WALLS 60/.5 = 120 < 200 L/R = < 200 NOTE: 'X' CUT BOTTOM OF CONDUIT (1" DEEP) AND FIT SNUG TO T-BAR INTERSECTION (2) #8 WOOD SCREWS 1" DIA. RIGID CONDUIT COMPRESSION POST JOIST, PURLIN OR SUB-PURLIN (SEE ADDITIONAL NOTES ON RCP) SUSPENDED CEILING TILE SYSTEM TO COMPLY WITH ICC-ESR #1308 SPLICE AS NEEDED WITH 3/4" DIA.BY 6" CONDUIT AND #8 MACHINE SCREWS AND NUTS VA R I E S ( V . I . F . ) B A HANGER WIRE - PARALLEL TO WALL @ 4'-0" O.C. - TYP. MAIN RUNNER - POP RIVET EACH MAIN RUNNER OR CROSS TEE TO WALL ANGLE - PROVIDE ADDTIONAL CLOSURE ANGLES AS REQUIRED ACCOUSTICAL PANEL - TYP. MAIN RUNNER - DO NOT ATTACH TO WALL ANGLE WALL OR SOFFIT - SEE PLAN CONTINUOUS 2" X 2" ANGLE WITH #10 SELF-TAPPING SCREWS AT EACH STUD - TYP. TYP. 8" MAX. ATTACHED (2) ADJACENT WALLS UNATTACHED OPPOSITE WALLS NOTE: MAIN RUNNERS SHALL BE ATTACHED AT (2) ADJACENT WALLS AS SHOWN IN CONDITION 'A' MAIN RUNNERS SHALL BE UNATTACHED AT OPPOSITE WALLS AS SHOWN IN CONDITION 'B' SEE ADDITIONAL NOTES ON REFLECTED CEILING PLAN - SHEET I-121 3/4" CLR. SPREADER BAR AS REQUIRED TO PREVENT SPREADING TABLE FOR NON-BEARING METAL STUDS SSMA PRODUCTS ICC ESR #2054 5 PSI (SIZING PERTAINS TO ALL 'S' WALL TYPES) STUD SIZE AND GAUGE SPACING MAX. HT. 3625125-18 (3 5/8" X 25 GA.) 16" O.C. 14'-4" 3625125-33 (3 5/8" X 20 GA.) 16" O.C. 16'-5" 3625125-43 (3 5/8" X 18 GA.) 16" O.C. 18'-0" 4005125-18 (4" X 25 GA.) 16" O.C. 15'-4" 4005125-33 (4" X 20 GA.) 16" O.C. 18'-4" 4005125-43 (4" X 18 GA.) 16" O.C. 19'-5" 6005125-18 (6" X 25 GA.) 16" O.C. 19'-9" 6005125-33 (6" X 20 GA.) 16" O.C. 24'-6" 6005125-43 (6" X 18 GA.) 16" O.C. 28'-3" SEE DETAIL 13 AND 15 THIS SHEET FOR FULL HEIGHT WALLS. FULL THICKNESS BATT INSULATION - ONLY WHERE INDICATED ON PLANS AND SPECIFICATIONS FRAMING PER PLAN FINISH FLOOR1/ 4 " M A X . 5/8" TYPE 'X' GYP. BD. SHOT PINS - HILTI OR EQUAL @ 24" O.C. LARR. #25646 - ESR # 1663 25 GA. FLOOR TRACK - CONTINUOUS 4X WOOD BLOCKING BETWEEN ROOF TRUSSES AS REQUIRED ROOF FRAMING OR OTHER STRUCTURAL MEMBER CONTINUOUS SLIP TRACK FRAMING PER PLAN- 1" MINIMUM CLEAR FROM ROOF STRUCTURE - TO ALLOW ROOF DIAPHRAM MOVEMENT - SHOT PIN - ICC ESR -1752 5/8" TYPE 'X' GYP. BD. - WHERE OCCURS DO N O T A T T A C H G Y P . B D . AB O V E T H I S P O I N T (2) #10 X 2" WOOD SCREWS @ 24" O.C. SIMPSON TIE HANGER LU FRAMING ANCHOR @ EA END. USE (3) 8-d NAILS, TYP WEB FILLER WHEN APPLICABLE 5/8" TYPE 'X' GYP. BD. ATTACH BRACING TO CONTINUOUS 20 GA. TOP TRACK WITH (2) #10 S.M.S. 3 5/8" METAL STUD WALL BRACING @ 45 DEG. @48" O.C. IN ALTERNATING DIRECTIONS - SAME STUD GAUGE AS WALL FRAMING PER PLAN I501 7 I501 6 FRAMING PER PLAN 5/8" TYPE 'X' GYP BD. EXISTING ROOF & STRUCTURE CONTINUOUS SLIP TRACK ICC-ESR #2054 LARR # 25631 CEILING PER PLAN 6" M I N . 5/8" TYPE 'X' GYP BD. - EXTEND TO UNDERSIDE OF ROOF STRUCTURE WHERE NO CEILING OCCURS NOTES: 1. ALL INTERIOR WALLS TO HAVE GYPSUM BOARD EXTEND TO PROVIDE TIGHT BUTT JOINT TO FLOOR SLAB. NO GAP IN EXCESS OF 1/4" WILL BE ALLOWED. 2. PROVIDE WATER RESISTANT GYPSUM BOARD AT THE INTERIORS OF ALL TOILET ROOMS AND WET WALLS. 3. USE 5/8" TYPE 'X' GYP. BD. THROUGHOUT - U.N.O. 4. PROVIDE SOUND BATT INSULATION AT ALL OFFICE AREAS & RESTROOMS WALLS AND CEILINGS. SIM. NOTES: 1. ALL INTERIOR WALLS TO HAVE GYPSUM BOARD EXTEND TO PROVIDE TIGHT BUTT JOINT TO FLOOR SLAB. NO GAP IN EXCESS OF 1/4" WILL BE ALLOWED. 2. PROVIDE WATER RESISTANT GYPSUM BOARD AT THE INTERIORS OF ALL TOILET ROOMS AND WET WALLS. 3. USE 5/8" TYPE 'X' GYP. BD. THROUGHOUT - U.N.O. 4. PROVIDE SOUND BATT INSULATION AT ALL OFFICE AREAS & RESTROOMS WALLS AND CEILINGS. FRAMING PER PLAN - ATTACH BRACING TO CONTINUOUS TOP TRACK WITH (2) #10 S.M.S. 3 5/8" METAL STUD WALL BRACING @ 48" O.C. IN ALTERNATING DIRECTIONS - GA. TO MATCH WALL ATTACH BRACING TO BOTTOM CHORD OR BLOCKING WITH (2) #10 x 1" SCREWS BATT INSULATION AT UNDERSIDE OF ROOF DECK AS REQUIRED - REFER TO T-24 FOR R VALUE ADD WEB JOIST STIFFENER X 12" LONG EACH JOIST PROVIDE 2X6 BLOCKING AS REQUIRED AT PARALLEL AND PERPENDICULAR TRUSS CONDITIONS WITH LUS26 EACH END TO WEB STIFFENER CEILING PER PLAN - REFER TO I103 FOR CEILING TYPE AND HEIGHT. 5/8" TYPE 'X' GYP. BD. 6" M A X . TYP.45° ICC-ESR #2054 LARR # 25631 FLOOR FINISH PER PLAN EXISTING TOP OF SLABI501 6 12 ' - 0 " M A X . I501 8 FINISH FLOOR 5/8" TYPE 'X' GYP. BD. CONTINUES 12" ABOVE ACOUS. CEILING SEE PLAN FOR STUD SIZE AND TRACK - ICC-ESR #2054 5/8" WATER RESISTANT GYP. BOARD (E) DEMISING WALL EXISTING CONCRETE SLAB TYPICAL INTERIOR WALL ASSEMBLY WALL & CEILING ASSEMBLY NOTES 1. ALL INTERIOR WALLS TO HAVE GYPSUM BOARD EXTEND TO PROVIDE TIGHT BUTT JOINT TO FLOOR SLAB. NO GAP IN EXCESS OF 1/4" WILL BE ALLOWED. 2. PROVIDE WATER RESISTANT GYPSUM BOARD AT THE INTERIORS OF ALL TOILET ROOMS. 3. USE 5/8" THICK GYPSUM BOARD THROUGHOUT EITHER TYPE "X" OR UN-RATED AS NOTED ON SHEET 4. PROVIDE SOUND BATT INSULATION OVER ALL OFFICE AREAS & RESTROOMS. 25 GAUGE FLOOR TRACK ANCHOR W/ 5/32" SHOT PINS AT 36" ON CENTER ATTACH BRACING TO CONTINUOUS TOP TRACK WITH (2) #10 S.M.S. 3 5/8" METAL STUD WALL BRACING AT 45 DEG. SPACED AT 48" O.C. IN ALTERNATING DIRECTIONS, SAME STUD GAUGE AS WALL PROVIDE 2X6 BLOCKING AS REQUIRED AT PARALLEL AND PERPENDICULAR TRUSS CONDITIONS W/LUS26 EA. END TO WEB STIFFENER ATTACH BRACING TO BOTTOM CHORD OR BLOCKING WITH (2) #10 x 1" SCREWS ADD WEB JOIST STIFFENER X 12" LONG EACH JOIST REFER TO PLAN A101 AND METAL STUD TABLE - SEE 5/I500 (E) GYP BD CEILING I501 6 FINISH FLOOR 5/8" TYPE 'X' GYP. BD. CONTINUES 12" ABOVE ACOUS. CEILING SEE PLAN FOR STUD SIZE AND TRACK - ICC-ESR #2054 5/8" WATER RESISTANT GYP. BOARD (E) DEMISING WALL EXISTING CONCRETE SLAB TYPICAL INTERIOR WALL ASSEMBLY WALL & CEILING ASSEMBLY NOTES 1. ALL INTERIOR WALLS TO HAVE GYPSUM BOARD EXTEND TO PROVIDE TIGHT BUTT JOINT TO FLOOR SLAB. NO GAP IN EXCESS OF 1/4" WILL BE ALLOWED. 2. PROVIDE WATER RESISTANT GYPSUM BOARD AT THE INTERIORS OF ALL TOILET ROOMS. 3. USE 5/8" THICK GYPSUM BOARD THROUGHOUT EITHER TYPE "X" OR UN-RATED AS NOTED ON SHEET 4. PROVIDE SOUND BATT INSULATION OVER ALL OFFICE AREAS & RESTROOMS. 25 GAUGE FLOOR TRACK ANCHOR W/ 5/32" SHOT PINS AT 36" ON CENTER PROVIDE 2X6 BLOCKING AS REQUIRED AT PARALLEL AND PERPENDICULAR TRUSS CONDITIONS W/LUS26 EA. END TO WEB STIFFENER ATTACH BRACING TO BOTTOM CHORD OR BLOCKING WITH (2) #10 x 1" SCREWS ADD WEB JOIST STIFFENER X 12" LONG EACH JOIST REFER TO PLAN A101 AND METAL STUD TABLE - SEE 5/I500 (E) GYP BD CEILING I501 6 2 PROVIDE 1X NAILER AS NEEDED 5 PROVIDE SEALANT AND BACKER ROD (CONT.) 1 2 3 4 5 5 4 5/8" GWB FINISHED PER SCHEDULES 6 3 STOREFRONT HEAD. USE BLACK ADONIZED MULLION. 7 1 PATCH AND REPAIR STUCCO EXTERIOR PLASTER OVER METAL LATHE. 6 CONT. VAPOR BARRIER. PATCH AND REPAIR AS NEEDED. 7 EXISTING R-19 BATT INSULATION 8 20GA GALVANIZED DRIP EDGE 8 2 PROVIDE 1X NAILER AS NEEDED 4 5/8" GWB FINISHED PER SCHEDULES 5 PROVIDE SEALANT AND BACKER ROD (CONT.) 1 2 3 4 5 5 3 STOREFRONT JAMB. USE BLACK ANODIZED MULLIONS 6 7 1 PATCH AND REPAIR STUCCO EXTERIOR PLASTER OVER METAL LATHE. 6 CONT. VAPOR BARRIER. PATCH AND REPAIR AS NEEDED. 7 EXISTING R-19 BATT INSULATION 1 2 3 4 1 PATCH AND REPAIR STUCCO EXTERIOR PLASTER OVER METAL LATHE. 2 PROVIDE 1X NAILER AS NEEDED 4 5/8" GWB FINISHED PER SCHEDULES 5 PROVIDE SEALANT AND BACKER ROD (CONT.) 3 DRIVE-THRU WINDOW SILL. USE BLACK ADONIZED MULLION. 6 CONT. VAPOR BARRIER. PATCH AND REPAIR AS NEEDED. 5 7 EXISTING R-19 BATT INSULATION 6 7 8 20GA GALVANIZED DRIP EDGE 8 WOOD BLOCKING BETWEEN ROOF TRUSSES/JOISTS AS REQUIRED ROOF FRAMING OR OTHER STRUCTURAL MEMBER SIMPSON TIE HANGER LU FRAMING ANCHOR @ EA END. USE (3) 8-d NAILS, TYP WEB FILLER WHEN APPLICABLE COMPRESSION STRUT TOP CLIP MECHANICALLY FASTENED W/(2) #8 WOOD SCREWS SUSPENDED CEILING 12GA HANGING WIRE MIN. 3" EYE LAG SCREW, TYP. SPRING CLIP 3" = 1'-0"1FIXTURE BRACING 12" = 1'-0"2SUSPENDED CEILING DETAIL 12" = 1'-0"4COMPRESSION STRUT 1 1/2" = 1'-0"3T-BAR CEILING 12" = 1'-0"5METAL STUD WALL TABLE 1 1/2" = 1'-0"6BOTTOM TRACK DETAIL 1 1/2" = 1'-0"7TOP TRACK DETAIL 1 1/2" = 1'-0"8TOP TRACK DETAIL 3/8" = 1'-0"9FULL HEIGHT WALL STATE OF CALIF RNIA O REN.09/30/25 S LICEN D ARCHITECT E H I DENO R I I WAGAM I C-34970 3 PETERS CANYON RD. STE 110 IRVINE, CA 92606 D G ESI N | ARCHITECTURE H E S T I A A T E L I E R SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE 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 PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: STARBUCKS TEMPLATE VERSION: i2021.04.23 7/ 5 / 2 0 2 4 1 0 : 2 2 : 5 1 A M W: \ P r o j e c t s \ S t a r b u c k s \ T u s t i n & S a n t a C l a r a 5 1 9 6 9 \ C D \T u s t i n a n d S a n t a C l a r a - R e v i t M o d e l . r v t I501 76085-018 07-02-2024 TU S T I N & S A N T A CL A R A 23 0 1 N T U S T I N A V E , S U I T E A SA N T A A N A , C A , 9 2 7 0 5 51969 CHARLIE CHANG SEPIDEH SHARIFI MAGED GERGES INTERIOR DETAILS 2N D P E R M I T S U B M I T T A L 0 7 / 0 2 / 2 0 2 4 3/8" = 1'-0"13TYPICAL INTERIOR WALL3/8" = 1'-0"16TYPICAL INTERIOR FURRED WALL AND CEILING FRAMING 3/8" = 1'-0"19TYPICAL INTERIOR FURRED WALL AND CEILING FRAMING - 2 3" = 1'-0"15STOREFRONT HEAD DETAIL 3" = 1'-0"12STOREFRONT JAMB DETAIL 3" = 1'-0"11STOREFRONT SILL DETAIL Revision Schedule Rev Date By Description A 06-13-24 SS 1st Round Comments 1 1/2" = 1'-0"20T-BAR HANGING WIRE/ COMPRESSION POST TO STRUCTURE CONNECTION DETAIL A A A A A A A 2301 N Tustin Ave #A8/22/2024