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D2 D3 <br />REFERENCE <br />SCHEDULE FOR WIDTH <br />HINGED SIDE <br />METAL FRAME <br />w/ RIGID <br />INTERLOCKING <br />CORNERS <br />MODIFY CAFE <br />DOORS TO BE <br />SINGLE DOOR w/ <br />PIVOT ON ONE <br />JAMB ONLY <br />(A) NON-RATED PARTITIONS <br />5/8" GREENBOARD GWB. <br />o/ METAL STUDS (WATER <br />RESISTANT GREENBOARD <br />ON WET WALLS) <br />METAL STUD FRAMING <br />(B) RATED PARTITIONS <br />(C) LOBBY ONLY <br />BACK OF HOUSE <br />COORDINATE HEIGHTS <br />WITH EQUIPMENT CUT <br />SHEETS/DRAWINGS OR <br />ELEVATIONS <br />5/8" PLYWOOD WALL BACKER <br />(FIRE RATED WHERE <br />REQUIRED), INSTALL <br />BETWEEN EACH STUD TO <br />INSIDE STUD FLANGE <br />FRP WALL COVERING <br />EXISTING DEMISING <br />PARTITION <br />5/8" TYPE 'X' GWB. <br />EXISTING METAL <br />STUD FRAMING <br />20 GAUGE GALVANIZED <br />SHEET METAL PANEL o/ <br />MIN. (3) STUDS <br />5/8" TYPE 'X' GWB. <br />FRP WALL COVERING <br />HEIGHTS AS REQUIRED TO <br />SUPPORT WALL MOUNTED <br />EQUIPMENT IN LOBBY. <br />METAL STUD FRAMING; <br />REFERENCE PLAN FOR <br />WALL TYPE <br />5/8" PLYWOOD WALL BACKER <br />(FIRE RATED WHERE <br />REQUIRED), INSTALL <br />BETWEEN EACH STUD TO <br />INSIDE STUD FLANGE <br />5/8" GWB. EACH SIDE <br />WALL FINISH AS <br />SCHEDULED <br />COORDINATE HEIGHTS <br />WITH EQUIPMENT CUT <br />SHEETS/DRAWINGS OR <br />ELEVATIONS <br />BACK OF HOUSE <br />COORDINATE HEIGHTS <br />WITH EQUIPMENT CUT <br />SHEETS/DRAWINGS OR <br />ELEVATIONS <br />COORDINATE HEIGHTS <br />WITH EQUIPMENT CUT <br />SHEETS/DRAWINGS OR <br />ELEVATIONS <br />DOUBLE ACTING CAFE DOOR <br />METAL FRAME w/ DOUBLE RABBIT <br />AND SNAP ON CASING; PAINT <br />PT-4. SIZE FRAME TO FIT WALL <br />5/8" GWB. BOTH SIDES <br />3 5/8" 20 GA. METAL STUDS <br />(DOUBLE AT JAMBS AND HEAD) <br />DOOR <br />METAL FRAME w/ DOUBLE RABBIT <br />AND SNAP ON CASING; PAINT <br />PT-4. SIZE FRAME TO FIT WALL <br />5/8" GWB. BOTH SIDES <br />3 5/8" 20 GA. METAL STUDS <br />(DOUBLE AT JAMBS AND HEAD) <br />SET BOTTOM TRACK IN BED <br />OF SEALANT TO REDUCE <br />WATER TRANSFER <br />FINISH FLOORING AS <br />SCHEDULED <br />BASE AS SCHEDULED <br />5/8" DUROCK TO 12" A.F.F. <br />(KITCHEN AND WET AREAS) <br />WET SIDE <br />362S162-33 @ 24" O.C. <br />5/8" GWB. (W.R. IN KITCHEN <br />AREAS) ABOVE DUROCK; <br />REFERENCE DETAILS FOR WALL <br />BACKING AT ALL KITCHEN WALLS <br />SUSPENDED CEILING <br />SYSTEM AS SCHEDULED <br />SEE N12-A102 <br />5/8" GWB <br />SUSPENDED <br />CEILING SYSTEM <br />AS SCHEDULED <br />LOBBY SIDE <br />15'-4" MAX AFF <br />0.157" DIA x 1" EMBED HILTI <br />X-U @ 16" O.C. (ICC <br />ESR-2269) <br />WET SIDE <br />5/8" GWB <br />SUSPENDED <br />CEILING SYSTEM <br />AS SCHEDULED <br />4/I-101, TYP. <br />SET BOTTOM TRACK IN BED <br />OF SEALANT TO REDUCE <br />WATER TRANSFER <br />FINISH FLOORING AS <br />SCHEDULED <br />BASE AS SCHEDULED <br />5/8" DUROCK TO 12" A.F.F. <br />(KITCHEN AND WET AREAS) <br />WET SIDE <br />362S162-33 @ 24" O.C. <br />5/8" GWB. (W.R. IN KITCHEN <br />AREAS) ABOVE DUROCK; <br />REFERENCE DETAILS FOR WALL <br />BACKING AT ALL KITCHEN WALLS <br />SUSPENDED CEILING <br />SYSTEM AS SCHEDULED <br />3-5/8", 20 GA. METAL <br />STUD DIAGONAL <br />BRACING AT 48" o.c. <br />TO TOP OF ROOF <br />STRUCTURE ABOVE <br />15'-4" MAX AFF <br />0.157" DIA x 1" EMBED HILTI <br />X-U @ 16" O.C. (ICC <br />ESR-2269) <br />WET SIDE <br />0.157" DIA x 1" EMBED HILTI X-U @ 16" <br />O.C. (ICC ESR-2269) <br />BASE AS SCHEDULED <br />FINISH FLOORING AS <br />SCHEDULED <br />5/8" DUROCK TO 12" A.F.F. <br />(KITCHEN AND WET AREAS) <br />5/8" GWB. (W.R. IN KITCHEN <br />AREAS) ABOVE DUROCK; <br />REFERENCE DETAILS FOR WALL <br />BACKING AT ALL KITCHEN WALLS <br />FRP <br />o/ 5 /8" GWB. <br />o/ 3-5/8", 22 GA. METAL <br />STUDS AT 12" o.c. <br />SS END CAP ON <br />TOP OF WALL <br />6' <br /> <br />- <br />8" <br />PITCON INDUSTRIES <br />SOFTFORMS SKB TUBE STEEL <br />KNEEWALL BRACING KIT (OR <br />EQUAL) <br />- 2" x 2" TUBE STEEL WITH 3.5" <br />X 5" BASE PLATE <br />- 46" TALL CUT TO HEIGHT IN <br />FIELD <br />- INSTALL AT 48" OC <br />PLAN VIEW <br />FULL HEIGHT <br />STAINLESS STEEL <br />WALL END CAP <br />(4) 1/4" DIA (MIN) x 2 1/2" <br />TITEN-HD AT SKB BASE <br />PLATE (ICC ESR-2713) <br />(4) 1/4" DIA (MIN) x 2 1/2" <br />TITEN-HD AT SKB BASE <br />PLATE (ICC ESR-2713) <br />2' <br />-6" <br />6' <br />-8" <br />10 <br />' <br />-0" <br />FLUE TO ROOF (WHERE <br />OCCURS); REFERENCE <br />MECHANICAL SHEETS. <br />PROVIDE ESCUTCHEON <br />PLATE AT CEILING <br />MOUNT PER <br />MANUFACTURER'S <br />RECOMMENDATION <br />STUD WALL <br />PER PLAN <br />LOCATION OF <br />TANKLESS WATER <br />HEATER; REFERENCE <br />PLUMBING <br />FRP (ALL WALLS) <br />5/8" 'GREENBOARD' <br />BACKFLOW PREVENTOR -REF. <br />PLUMBING <br />FAUCET -REF. PLUMBING <br />5/8" DUROCK TO 12" <br />A.F.F. IN KITCHEN AND <br />WET AREAS <br />MOP SINK; REFERENCE <br />PLUMBING <br />FINISH FLOORING <br />AS SCHEDULED <br />TOP CONNECTION PER DETAIL B1 <br />OR N12/A102, AS OCCURS <br />5/8" TYPE X GYP. BOARD <br />362S162-33 @ 16"O.C.W/ <br />FIBERGLASS INSULATION <br />SEE RCP <br />(2) #10 SCREWS @ 16" O.C <br />CAULK1/ <br />2 <br />" <br />TOP TRACK WITH <br />DEFLECTION TRACK. <br />17 <br />' <br />- <br />7 <br />" <br /> <br />M <br />A <br />X <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />0.157" DIA x 1" EMBED HILTI <br />X-U @ 16" O.C. (ICC <br />ESR-2269) <br />NOTE: ALL SCREWS TO BE DARTS BRAND <br />SELF-DRILLING/SELF-TAPPING STEEL SCREWS INSTALLED <br />PER ESR-1408 (LARR# 25249) UNLESS NOTED OTHERWISE <br />TO TO <br />P <br /> <br />O <br />F <br /> <br />P <br />ARTITION <br />FASTEN ANGLE TO TOP CORD OF JOIST WITH (12) <br />SIMPSON STRONG-TIE SD SERIES SCREWS, MIN 4" <br />SPACING, INSTALLED PER ESR- 3046 <br />- GC TO ENSURE THAT FASTENERS DO NOT <br />PENETRATE INTO OR ROOF DECK. <br />EXISTING DECK @ 15' - 9" AFF <br />45° <br />BRACE WITH 362S162-33AT <br />4' -0" MAX OC. ALTERNATE <br />DIRECTION OF BRACES ALONG <br />LENGTH OF WALL WHERE <br />POSSIBLE. <br />3" X 3" X 3" ANGLE (20 GA MIN) <br />FASTENED TO TRACK AND <br />BRACE <br />20 GA MIN TRACK <br />(PER ESR 2012) <br />8' <br /> <br />- <br />0" <br /> <br />M <br />A <br />X <br />15 <br />' <br /> <br />- <br />0" <br /> <br />M <br />A <br />X <br />METAL STUDS CUT 1/2" <br />SHORT FOR DEFLECTION <br />FINISH MATERIALS VARY <br />(MAX WEIGHT EQUAL TO 2 <br />LAYERS GYP BD EACH SIDE <br />PLUS APPLIED FINISHES) <br />BR <br />A <br />C <br />E <br /> <br />O <br />F <br /> <br />S <br />T <br />U <br />D <br />S <br /> <br />( <br />O <br />R <br /> <br />DO <br />U <br />B <br />L <br />E <br /> <br />S <br />T <br />U <br />D <br />S <br />) <br /> <br />P <br />E <br />R <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />FA <br />S <br />T <br />E <br />N <br /> <br />B <br />R <br />A <br />C <br />E <br /> <br />T <br />O <br /> <br />A <br />N <br />G <br />L <br />E <br /> <br />w <br />( <br />5 <br />) <br /> <br />N <br />O <br /> <br />1 <br />0 <br /> <br />S <br />C <br />R <br />E <br />W <br />S <br />AN <br />G <br />L <br />E <br /> <br />8 <br />" <br /> <br />X <br /> <br />3 <br />" <br /> <br />X <br /> <br />8 <br />" <br /> <br />L <br />O <br />N <br />G <br /> <br />LL <br />H <br /> <br />( <br />2 <br />0 <br /> <br />G <br />A <br /> <br />M <br />I <br />N <br />) <br />(3) #10 SMS <br />16842136571210911141315 <br />84213657 1210911 1413 15 16 <br />a <br />b <br />c <br />d <br />e <br />f <br />g <br />h <br />j <br />k <br />l <br />m <br />n <br />p <br />r <br />s <br />Checked by <br />These drawings/specifications are the property of Oculus Inc. They are <br />furnished as contract documents only. The seal(s) and signature(s) apply <br />only to the document to which they are affixed, and expressly disclaim any <br />responsibility for all other plans, specifications, estimates, reports or other <br />documents or instruments relating to or intended to be used for any part or <br />parts of the architectural or engineering project. Additionally these <br />drawings and seal(s) shall in no way convey or imply any type of warranty or <br />certification relating to the performance of products and materials beyond <br />those provided by their respective manufacturer. <br />© 2025 Oculus Inc. <br />Drawn by <br />Issue Date <br />Project # <br />Scale <br />Client Approval <br />As indicated <br />3/ <br />1 <br />9 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />5 <br />: <br />2 <br />1 <br />: <br />4 <br />1 <br /> <br />P <br />M <br />MT <br />BJK <br />07/09/2025 <br />69325-CA03 <br />A-102 <br />SCHEDULES AND <br />DETAILS <br />ISSUED FOR PERMIT <br />33 <br />1 <br />3 <br /> <br />S <br />. <br /> <br />B <br />R <br />I <br />S <br />T <br />O <br />L <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />( <br /># <br />0 <br />9 <br />7 <br />2 <br />) <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />( <br /># <br />0 <br />9 <br />7 <br />2 <br />) <br />07/09/2025 <br />DOOR # WIDTH HEIGHT <br />DOOR <br />HARDWARE <br />Frame <br />COMMENTSTHICKNESS TYPE TYPE <br />01 6' - 0" 8' - 6" 0' - 1 3/4" EXIST EXIST EXIST REFERENCE NOTES 2,5,6 <br />02 0' - 0 5/8" D3 SET 3 METAL/S12 42" LOUVERED DOOR. PAINT DOOR PT-4 AND FRAME PT-5 <br />03 0' - 0 5/8" D3 SET 3 METAL/S12 42" LOUVERED DOOR. PAINT DOOR PT-4 AND FRAME PT-5 <br />04 3' - 0" 7' - 0" 0' - 1 3/4" D2 SET 2 METAL/S14 <br />06 3' - 0" 7' - 0" 0' - 1 3/4" D2 SET 2a METAL/S14 <br />07 3' - 6" 7' - 0" 0' - 1 3/4" EXIST EXIST EXIST GC TO RE-KEY AS REQUIRED <br />DOOR TYPES:DOOR SCHEDULE: <br />*EXISTING DOOR AND FRAME -VERIFY HARDWARE, PROVIDE ITEMS LISTED IF NOT EXISTING <br />**CAFE DOORS ARE INCLUDED w/ TENANT CASEWORK PACKAGE DELIVERED BY EQUIPMENT VENDOR AND INSTALLED BY GC <br />** <br />* <br />DOOR / SIGNAGE / HARDWARE NOTES: <br />1. ALL HARDWARE FINISH SHALL BE US26 SATIN ALUMINUM FINISH <br />EXCEPT FOR STOREFRONT (MATCH EXISTING BLACK) <br />2. ALL LOCKSETS SHALL HAVE STANDARD 2-3/4" <br />BACKSET AND 1-1/8"x 2-1/4" STRIKE PLATES. DEAD BOLTS SHALL BE <br />1" THROW. ENTRY DOORS SHALL HAVE DOUBLE KEYED LOCK <br />CYLINDERS. PROVIDED AND INSTALLED BY G.C. <br />3. G.C. TO SUPPLY TENANT WITH A TOTAL OF (3) KEYS FOR ALL <br />KEYED HARDWARE SETS. <br />4. SIGNS SHALL BE INSTALLED ON DOOR AND WALL ADJACENT TO <br />TOILET ROOM COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL <br />REGULATIONS, INDICATING USE (UNISEX), AS WELL AS SYMBOL OF <br />ACCESSIBILITY; REFERENCE DETAILS. <br />5. G.C. TO PROVIDE READILY VISIBLE DURABLE SIGN POSTED ON <br />EGRESS SIDE ON OR ADJACENT TO DOOR STATING, "THIS DOOR <br />TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." SIGN <br />SHALL BE IN LETTERS 1 INCH HIGH ON CONTRASTING <br />BACKGROUND AT ENTRANCE. <br />6. (NOT USED) <br />7. SUBSTITUTIONS WILL BE ACCEPTED TO ANY DOOR HARDWARE <br />BY PRIOR OWNER APPROVAL ONLY. <br />8. ALL DOORS SHALL COMPLY TO ANSI A117.1 (REFER TO CODE ANALYSIS <br />FOR EDITION). <br />9. ALL INTERIOR WOOD DOORS (U.N.O.) SHALL BE BY HALEY <br />ARCHITECTURAL DOORS (OR EQUAL). SOLID PARTICLE BOARD <br />CORE -FINISH PAINT PT-4. <br />10. INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE 18 GAUGE <br />COLD ROLLED STEEL, KNOCK DOWN TYPE WITH RESILIENT <br />BUMPERS. FRAME SHALL BE FACTORY PRIMED THEN PAINTED <br />PT-4 (ALKYD). 'C' SERIES FRAME WITH SNAP ON ALUMINUM CASING, BY <br />TIMELY OR EQUAL. <br />11.DOOR CLOSERS SHALL TAKE AT LEAST 3 SECONDS TO MOVE <br />FROM 70 DEGREES TO 3" FROM LATCH. <br />12.DOOR HARDWARE IS LEVER HARDWARE, <br />TO MEET ALL APPLICABLE ACCESSIBILITY CODES. <br />13. OMISSIONS FROM THE SCHEDULED HARDWARE, WHEN <br />REQUIRED FOR A COMPLETE INSTALLATION, SHALL BE <br />INCLUDED. DIRECT ALL INQUIRES TO THE ARCHITECT. <br />14. "EMPLOYEES MUST WASH HANDS BEFORE RETURNING TO <br />WORK" SIGNAGE MUST BE POSTED AT ALL HAND SINKS. <br />15. ALL EXISTING INTERIOR HM DOORS AND FRAMES TO REMAIN TO BE <br />REFINISHED AND PAINTED TO MATCH PT-4. REAR EXTERIOR DOOR'S <br />INTERIOR FACE TO BE REFINISHED AND PAINTED TO MATCH PT-4 <br />3" = 1'-0"S9 DETAILS - WALL BACKING <br />3" = 1'-0"S12 DOOR JAMB DETAIL <br />3" = 1'-0"S14 DOOR JAMB DETAIL <br />ALL NEW WALLS ARE TO BE TAPED AND FLOATED WITH JOINT <br />COMPOUIND AND ARE TO APPEAR HOMOGENEOUS w/ EXISTING <br />CONSTRUCTION WHEN COMPLETED. <br />1 1/2" = 1'-0"A PARTITION TYPE A <br />1 1/2" = 1'-0"B PARTITION TYPE B <br />1 1/2" = 1'-0"C PARTITION TYPE C <br />1 1/2" = 1'-0"E1 SECTION @ MOP SINK <br />* <br />**3' -0" <br />3' -0"7' -0" <br />7' -0" <br />QTY. DESCRIPTION MODEL No.FINISH MANUFACTURER <br />SET 1: NOT USED <br />SET 2: <br />1.5 PR HINGES (4-1/2" x 4-1/2" BUTT) BB1279 HAGER AL HAGER <br />1 EA PRIVACY LOCKSET AL40S -SAT 626 SCHLAGE <br />1 EA DOOR STOP -WALL BUMPER #60C AL GLYNN-JOHNSON <br />1 EA SURFACE CLOSER 1460 SERIES AL LCN <br />(SLIM LINE w/ MAX. 5 LB PULL) <br />3 EA SILENCER (RUBBER) #GJ64 AL GLYNN-JOHNSON <br />SET 2a: <br />1.5 PR HINGES (4-1/2" x 4-1/2" BUTT) BB1279 HAGER AL HAGER <br />1 EA PRIVACY LOCKSET AL40S -SAT 626 SCHLAGE <br />1 EA CLOSER W/ STOP 1450 SERIES AL LCN <br />(SLIM LINE w/ MAX. 5 LB PULL) <br />3 EA SILENCER (RUBBER) #GJ64 AL GLYNN-JOHNSON <br />SET 3: <br />SINGLE LEAF CAFE DOOR: <br />DOORS COME INCLUDED WITH FIXTURE PACKAGE AS TWO, DOUBLE SWINGING CAFE DOORS, HINGES AT BOTH DOORWAY JAMBS. G.C. TO <br />MAKE DOUBLE DOORS INTO A SINGLE, DOUBLE SWINGING DOOR WITH HINGES ON ONE JAMB ONLY. PAINT PT-5 "EVERBUILT" 3" NICKEL <br />DOUBLE ACTION SPRING DOOR HINGE. AVAILABLE AT HOME DEPOT. <br />SET 4: NOT USED <br />SET 5: NOT USED <br />1 1/2" = 1'-0"B1 PARTITION TYPE B1 (1-HOUR) <br />1 1/2" = 1'-0"N12 JOINT @ NON-RATED PARTITIONS <br /># Description Date <br />3 CITY COMMENTS 02/09/2026 <br />4 CITY COMMENTS 03/10/2026 <br />4 <br />3 <br />PARTITION REVISIONS HAVE BEEN PROVIDED BY JEFF <br />DENSLEY, STRUCTURAL ENGINEER. <br />PARTITION REVISIONS HAVE BEEN PROVIDED BY JEFF <br />DENSLEY, STRUCTURAL ENGINEER. <br />PARTITION REVISIONS HAVE BEEN PROVIDED BY JEFF <br />DENSLEY, STRUCTURAL ENGINEER. <br />PARTITION REVISIONS HAVE BEEN PROVIDED BY JEFF <br />DENSLEY, STRUCTURAL ENGINEER. <br />PARTITION REVISIONS HAVE BEEN PROVIDED BY JEFF <br />DENSLEY, STRUCTURAL ENGINEER.