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WINDOW SCHEDULE DOOR SCHEDULE Z SYMBOL WIDTH HEIGHT U-FACTOR SHGC NOTES SYMBOL WIDTH HEIGHT TYPE NOTES O2'-0" T-0" 0.3 0.35 SINGLE HUNG a T-0" 6'-8" WOOD, SC � ° 4 <t> 4 °Q 5'-0" 4'-0" 0.3 0.35 SINGLE HUNG Fil 3'-0" 6'-8" WOOD, HC a BATHROOM NOTE O 5'-01, T-0" 0.3 0.35 SLIDE ❑3 2'-8" 6'-8" WOOD, HC • DECORATIVE GLASS BLOCK AT VANITY IS NON-STRUCTURAL. IF INSTALLED IN A CASAVISION LLC HORIZONTAL CONFIGURATION REQUIRING REMOVAL OF FRAMING MEMBERS, PROVIDE 1 <� 4'-0" 4'-0" 0.3 0.35 SLIDE ® 2'-6" 6'-8" WOOD, HC STRUCTURAL HEADER PER GENERAL STRUCTURAL NOTES AND APPLICABLE EXTERIOR 3040 SL 6507 PACIFIC AVE, #281 WALL REQUIREMENTS. INSTALLATION PER MANUFACTURER. STOCKTON, CA 95207 100 AMP GENERAL F. 209-696-8551 • THIS SHEET DEPICTS PROPOSED GARAGE CONVERSION WORK AND LIMITED CASAVISIONDESIGN@GMAIL.COM EXISTING CONDITIONS FOR REFERENCE ONLY. • DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. • ALL WORK SHALL COMPLY WITH THE 2025 CALIFORNIA RESIDENTIAL CODE (CRC) 7' I AND SAN JOAQUIN COUNTY REQUIREMENTS. • EXISTING CONDITIONS SHOWN ARE BASED ON FIELD MEASUREMENTS. H CONTRACTOR TO CONFIRM. ' 11 • CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. BAY 1 00 13 -7 • ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER PRIOR TO 9'5" CEILING 13' (.0 PROCEEDING WITH WORK. 0 z FRAMING & CONSTRUCTION W • NEW WALLS TO BE 2X4 DF#2 @ 16" O.C. UNLESS NOTED OTHERWISE. 30-GALLON GAS WATER HEATER LOCATED IN ATTIC. • PROVIDE DOUBLE TOP PLATES WITH 48" LAP MINIMUM AND FIREBLOCKING PER CRC STORAGE PROVIDE DRAIN PAN WITH APPROVED DISCHARGE TO EXTERIOR. PROVIDE SERVICE PLATFORM AND MINIMUM R302.11. H W W 1-HR DWELLING UNIT 9'5" CEILING 30"WORKING CLEARANCE PER CPC. WATER HEATER TO SEPARATION -SEE FIRE • STUD SIZE, SPACING, AND HEIGHT SHALL COMPLY WITH CRC TABLE R602.3(5). E—I BE ADEQUATELY SUPPORTED AND FRAMED BETWEEN SEPARATION NOTES. • PROVIDE 2X6 STUDS AT PLUMBING WALLS AS REQUIRED. n TRUSSES; DO NOT CUT OR MODIFY TRUSS MEMBERS. 30 GAL. WH O !� PROVIDE VENTING AND COMBUSTION AIR PER CPC. 5'-8" 23'-4" EGRESS & SAFETY 5' 3' 14'-9" • PROVIDE AT LEAST ONE EGRESS WINDOW PER BEDROOM WITH A MINIMUM W OPENABLE AREA OF 5.7 SQ FT. W • INSTALL SMOKE ALARMS AND CARBON MONOXIDE ALARMS PER CRC R314 & R315. Q PAN. ® ® • WINDOWS IN HAZARDOUS LOCATIONS TO BE TEMPERED PER CRC SECTION R308. PROVIDE 2X6 SOLID ° ° WOOD BLOCKING TTIC ® ® o c i 2'-11" STRUCTURAL HEADERS — NEW OPENINGS P W BETWEEN STUDS AT I ACC. o TOILET LOCATION FOR LDRY MIN 2�6 00 0 00 NEW EXTERIOR DOOR OPENING AT EXISTING WALL: PROVIDE (2) 2X10 DF #2 HEADER 3/0 3040 SL FUTURE GRAB BARS. MIN 0" Z Lo WITH (1) 1/2 PLYWOOD SPACER. PROVIDE KING AND JACK STUDS PER STANDARD INSTALL HORIZONTAL 100 AMP BLOCKING AT 33"-36"AFF, KITCHEN FRAMING PRACTICE. FULL WIDTH OF STUD m 6'-6" 3�0 9'5" CEILING • WINDOW OPENINGS WITHIN GARAGE DOOR INFILL WALL: EXISTING GARAGE HEADER BAY. • STACK 47'-6" TO REMAIN. FRAME NEW WINDOW OPENING BELOW EXISTING HEADER WITH 2X Q N — — — — W/ DR 8" TUBULAR SKYLIGHT FRAMING AND PROVIDE CRIPPLE STUDS AS REQUIRED. �{ o m El ' • NEW INTERIOR OPENINGS IN NON-LOAD-BEARING PARTITION WALLS: PROVIDE 3/0 I I MINIMUM (2) 2X6 HEADER. • VERIFY EXISTING CONDITIONS IN FIELD. OPENING LOCATIONS MAY BE ADJUSTED AS REQUIRED TO AVOID EXISTING STRUCTURAL ELEMENTS WHILE MAINTAINING CODE COMPLIANCE. — — — — — — — — — — — — GLASS BLOCK AT VANITY Z BATHROOM DECORATIVE, NON-STRUCTURAL 9'5" CEILING GRAB BAR REINFORCEMENT (FUTURE INSTALLATION) INSTALL PER MANUFACTURER �OD 3/0 Ina ° PROVIDE 2X6 MINIMUM SOLID WOOD BLOCKING BETWEEN STUDS AT TOILET AND Z 9'5BCA a CEILING AY HEADER IF FRAMING 00 BATHING FIXTURE LOCATIONS FOR FUTURE GRAB BAR INSTALLATION. INSTALL O ALTERED HORIZONTAL BLOCKING AT 33"-36" ABOVE FINISHED FLOOR (MEASURED TO W 10'-9" 2�8 22'-2" CENTERLINE) PER CRC R328.1 .1 . w • BLOCKING SHALL BE CONTINUOUS WITHIN STUD CAVITY AND SECURELY FASTENED 2 -9 2 -8 TO FRAMING MEMBERS TO ACCOMMODATE FUTURE GRAB BARS AT WATER CLOSET _ CLEAN SLAB. INSTALL WATERPROOFING a SIDE WALL, REAR WALL, AND ALL APPLICABLE SHOWER/TUB WALLS. Q cn MEMBRANE AND SELF-LEVELING C) LIN. UNDERLAYMENT PER MANUFACTURER 15'-8" STORAGE CD SPECIFICATIONS. SEE GARAGE SLAB FIRE SEPARATION NOTES w za PREPARATION NOTE. Z i 9'5" CEILING I , I PROVIDE MINIMUM 1-HOUR FIRE-RESISTANCE-RATED SEPARATION BETWEEN ADU z a 35-5 z 2 AND GARAGE SHOP z U N 23'-4" T� O LIVING ROOM U) w 5'-$" 2'-4° r 2'-4" 9'5" CEILING — • EXISTING SEPARATION WALLS: WHERE EXISTING DRYWALL IS PRESENT AT lcl� O Lo 47'-6" DWELLING SIDE, PROVIDE (1) LAYER 5/8" TYPE X GYPSUM BOARD ON ADU SIDE. 2 � EXTEND FULL HEIGHT TO UNDERSIDE OF FLOOR FRAMING ABOVE. SEAL ALL JOINTS U N N I �� 8" TUBULAR N AND PENETRATIONS WITH APPROVED FIRE-RATED MATERIALS. 06 0 5'-1�„ W.I.0 I ,-2„ SKYLIGHT C • NEW SEPARATION WALLS (IF APPLICABLE): PROVIDE 5/8" TYPE X GYPSUM BOARD ON z BOTH SIDES OF FRAMING TO ACHIEVE REQUIRED 1-HOUR RATING. LJJ PELLET • CEILING/FLOOR ASSEMBLY: PROVIDE (1) LAYER 5/8" TYPE X GYPSUM BOARD AT ADU J STOVE 15'-5" co z CEILING BELOW HABITABLE SPACE ABOVE. SEAL ALL PENETRATIONS AND JOINTS. Q Q0 CD BAY 1 51-81' O DOOR REQUIREMENTS 9'5" CEILING 3/0 • EXTERIOR AND REQUIRED EGRESS DOORS SHALL PROVIDE A MINIMUM 32" CLEAR DATE: NOTE: a a N 6 D40 SL OPENING WHEN DOOR IS OPEN 90 DEGREES PER CRC R328.1.3 / R318.2. ° ° • DOORS SHALL BE SIDE-HINGED AND READILY OPENABLE FROM THE INSIDE FRAMED ARCH OPENING a ° a W/APPROX. 12"-18" EXISTING HOLDDOWN a ° WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. RADIUS. SMOOTH FINISH. 2/6 a a a a • EXTERIOR LANDINGS SHALL BE A MINIMUM 36" IN DEPTH AND NOT LESS THAN THE ° ° a a WIDTH OF THE DOOR PER CRC R318.3.2. a ° a ° • THRESHOLDS AT REQUIRED EGRESS DOORS SHALL COMPLY WITH CRC a ACCESSIBILITY REQUIREMENTS. Lj//' 3/0 3/0 2/8 Q ° GARAGE SLAB PREPARATION: 3040 SL ° ° PROVIDE ELASTOMERIC WATERPROOFING/CRACK ISOLATION MEMBRANE (E.G., BEDROOM REDGARD, MAPEI MAPELASTIC AQUADEFENSE, OR APPROVED EQUAL) OVER N 9'5" CEILING 2�6 11'-6" EXISTING SLAB PRIOR TO FLOORING INSTALLATION. ° • APPLY SELF-LEVELING UNDERLAYMENT (E.G., LEVELQUIK, MAPEI SELF-LEVELER N I PROVIDE (1)4'-8" INTERIOR BRACED PLUS, HENRY 555, OR APPROVED EQUAL) AS NEEDED TO ACHIEVE A FLAT AND 15'-9" I WALL PANEL (WSP METHOD) PER CRC LEVEL SURFACE FOR FINISH FLOORING. INSTALL PER MANUFACTURER DATE: WORKSHOP 7'-611 SPECIFICATIONS. 4�25�2026 R602.10. INSTALL 7/16" OSB WITH 8D 11'-2" NAILS @ 6" O.C.AT PANEL EDGES AND 9'5" CEILING CLEAN SLAB. INSTALL WATERPROOFING 12" O.C. IN FIELD. PROVIDE • COMPATIBILITY / COORDINATION: CONTRACTOR TO VERIFY THE SELECTED SCALE: AS NOTED MEMBRANE AND SELF-LEVELING I a FULL-HEIGHT SHEATHING FROM TOP WATERPROOFING/CRACK ISOLATION MEMBRANE, SELF-LEVELING UNDERLAYMENT, UNDERLAYMENT PER MANUFACTURER I PLATE TO BOTTOM PLATE AND AND FINISH FLOORING SYSTEM ARE COMPATIBLE AS A SPECIFICATIONS. SEE GARAGE SLAB ° MAINTAIN CONTINUOUS LOAD P TO PRIMERS (IF REQUIRED), DRAWN BY: PREPARATION NOTE. I FOUNDATION. COMPLETE ASSEMBLY. CONFIRM REQUIRED SURFACE PREP, CURE TIMES, BOND MG I REQUIREMENTS, AND ANY MANUFACTURER LIMITATIONS; INSTALL ONLY PER 5040 SH MANUFACTURER SPECIFICATIONS AND APPROVED PRODUCT DATA. TITLE: E & N FLOOR PLAN 5040 SH 4' 3'-7" ,- EXISTING HOLDDOWN GENERAL NOTES — GARAGE OPENING INFILL 16'-4" � 13'-7° 16 4 13 -7 SHEET: 29'-11" 29'-11" NEW CONCRETE STEM WALL TO MATCH ADJACENT EXISTING FOUNDATION (TYP.). • #4 EPDXY-SET DOWELS @ 32" O.C. EXSISTI NG FLOOR PLAN PROPOSED FLOOR PLAN • PROVIDE SEALANT AT SLAB-TO-CURB JOINT PER MANUFACTURER. Al 00 • VERIFY EXISTING SLAB AND FOUNDATION CONDITIONS IN FIELD PRIOR TO 1/4"=1'-0" 3/8"=1'-0" CONSTRUCTION.