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LEGEND: <br />CITY OF SANTA ANA <br />--i -- 7 - -- A - - <br />- <br />C — EXISTING WALL WITH 2x4 @ 16" OC <br />NEW WALL WITH 2x4 @ 16" OC <br />® ® 4x4 POST, SEE DETAILS SN <br />® HOLD—DOWN WITH 4x4 POST, SEE DETAILS 2 <br />SN <br />EXISTING 12"x24" CONTINUOUS FOOTING TO REMAIN <br />NEW 24" DEEP CONTINUOUS FOOTING OVER 90% <br />COMPACTED SUBGRADE OR ON NATURAL GRADE <br />INDICATES NEW SLAB ON GRADE PER PLANS; 4" THICK MIN. <br />CONCRETE WITH #4 BARS @ 16"oc, BOTH WAYS PLACED <br />MID -HEIGHT IN SLAB OVER 2" THICK SAND OVER 10 mil. <br />POLYVINYL CHLORIDE MEMBRANE (VAPOR BARRIER) OVER 2" THICK <br />SAND OVER 90% COMPACTED SUBGRADE <br />LEGEND: <br />14 INDICATES SPAN AND DIRECTION OF RAFTERS AND JOISTS <br />LEGEND: <br />1. SEE SHEETS S1, SN1 & SN2 FOR GENERAL NOTES AND TYPICAL DETAILS. <br />2. TYPICAL FLOOR SHEATHING: TYPICAL ROOF SHEATHING: <br />1/2" WOOD STRUCTURAL PANEL * 1/2" WOOD STRUCTURAL PANEL <br />20" oc SPAN RATING T&G 32L16 SPAN RATING <br />RATED STURD—I—FLOOR, EXPOSURE 1 RAVED SHEATHING EXPOSURE 1 <br />B.N.: 10d AT 6" oc B.N.: 10d AT 6" oc <br />E.N.: 10d AT 6" oc E.N.: 10d AT 6" oc <br />F.N.: 10d AT 12" oc F.N.: 10d AT 12" oc <br />USE RING SHANK NAILS or SCREW WHEN ROOFING SYSTEM REQUIRES, USE PLYCLIPS OR <br />NAILS AND GLUE SHEATHING TO SOLID BLOCKING AT ALL ROOF SHEATHING EDGES NOT <br />FRAMING WITH ADHESIVES MEETING SUPPORTED BY FRAMING MEMBERS. ROOF SHEATHING <br />APA SPEC AFG-01 OR ASTM D3498. SHALL BE PROVIDED WITH RADIANT BARRIER. <br />WOOD STRUCTURAL PANELS SHALL CONFORM TO CURRENT CALIFORNIA <br />RESIDENTIAL & BUILDING CODES. <br />3. S.P.N. = SOLE PLATE NAILING. USE 16d BOX NAILS AT 16" oc, U.N.O. <br />4. [�> <br />INDICATES SHEAR WALL. SEE THIS SHEET FOR SCHEDULE. ALL <br />NAILING APPLIES FULL HEIGHT AND FULL LENGTH OF WALL, U.N.O. <br />5. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS PER SN1 U.N.O. <br />6. USE DOUBLE FLOOR JOIST SUPPORTING NON —BEARING WALLS. <br />7. FOR FLOOR HOLD—DOWNS SEE DETAILS: SN2 <br />8. WALL HEADER SCHEDULE <br />HEADER SIZE MAX SPAN <br />44 DF #2 <br />3'-0" <br />46 DF #2 <br />6'-0" <br />SHEAR WALL SCHEDULE <br />SYM. <br />MATERIAL <br />PANEL NAILING <br />S.P.N. @O <br />A35 / <br />LTP4 <br />5/8" A.B. <br />SPACING <br />PLF <br />NOTE <br />15/32" STRUCT. 1 W.S.P. <br />8d ® 6" oc E.N. <br />16d <br />32 <br />» <br />48 <br />280 <br />P.I.I.= 32 16 @ <br />8d ® 6" oc F.N. <br />6" oc <br />Panel <br />2 <br />15/32" STRUCT. 1 W.S.P. <br />10d @ 6" oc E.N. <br />5/16" LAG <br />24 " <br />32 <br />340 <br />directly <br />to framing <br />@O P.I.I.= 32 16 D <br />10d @ 6" oc F.N. <br />@ 7" oc <br />OO S.P.N. = SOLE PLATE NAILING; USE COMMON NAILS or BETTER AT <br />SPACING SHOWN UNLESS SPECIFIED OTHERWISE ON PLAN. <br />OO ALL EDGES SHALL BE BLOCKED. <br />OO 3" NOMINAL FRAMING SHALL BE USED AT FOUNDATION SILL PLATES <br />AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING <br />SHEAR PANELS. PROVIDE 2" min. NAIL EDGE DISTANCE AND STAGGER <br />JOINT AND SILL PLATE NAILING. <br />® PROVIDE 2 LAYERS OF GRADE D PAPER BETWEEN PLYWOOD SHEAR PANEL <br />AND EXTERIOR LATH. <br />SHEAR WALL NOTE: <br />1. W.S.P. INDICATES WOOD STRUCTURAL PANEL. WOOD STRUCTURAL PANELS SHALL CONFORM TO <br />CURRENT CODE. <br />2. NAILS FOR WOOD STRUCTURAL PANELS SHALL BE COMMON NAILS. <br />3. NAILING APPLIES AT ALL STUDS, PLATES AND BLOCKING. <br />4. PROVIDE E.N. TO POSTS AT HOLD—DOWN LOCATIONS. <br />5, USE 2x STUDS @ 16" oc AT ALL SHEAR WALLS, U.N.O. <br />6. UNLESS NOTED OTHERWISE, ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE WITH <br />3"x3"xO.229" THICK PLATE WASHERS FOR EACH ANCHOR BOLT OR PER SCHEDULE. <br />7. BOLT HOLES FOR HOLD—DOWNS SHALL BE A MAXIMUM OF 1/16" OVERSIZED. INSPECTOR TO VERIFY. <br />8. APPROVED PLATE WASHERS SHALL BE USED AT ALL HOLD—DOWN CONNECTOR BOLTS. <br />9. HOLD—DOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR TO COVERING WALL FRAMING. <br />10. USE 2—#15 FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD. <br />FOUNDATION NOTE: <br />1. SEE SHEETS S1, SN1—SN2 FOR TYPICAL CONNECTION DETAILS. <br />2. FOUNDATION SILLS SHALL BE NATURALLY DURABLE ON PRESERVATIVE TREATED (PT) <br />WOOD. FIELD —CUT, NOTCHES AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD <br />SHALL BE FIELD —TREATED PER AWPA M4. <br />3, HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRI❑R TO F❑UNDATI❑N <br />INSPECTI❑N AND RE -TIGHTENED JUST PRI❑R TO C❑VERING THE WALL FRAMING. <br />MINIMUM SIZE STEEL PLATE WASHER SCHEDULE: <br />BOLT SIZE <br />PLATE SIZE <br />1/2 in. <br />0.229" <br />x 3" x 3" <br />5/8 in. <br />0.229 <br />x 3" x 3" <br />3/4 in. <br />5/16" <br />x 3" x 3" <br />7/8 in. <br />5/16" <br />x 3" x 3" <br />GENERAL NOTE: <br />1. CONTRACTOR TO VERIFY EXISTING FOUNDATIONS AND FRAMINGS. NOTIFY <br />ENGINEER IF EXISTING FRAMINGS DO NOT MATCH WITH FRAMING PLAN. <br />(N) SHEAR WALL PER PLAN <br />(E) 2x STUDS @ 16"oc <br />I (N) 5/8"0 ANCHOR BOLT W/ 10" <br />MIN EMBEDMENT BELOW TOP OF <br />SLAB W/ EPDXY TO (E) FOOTING. <br />� I <br />ANCHOR BOLT SPACED AT 4' OC. <br />I <br />I <br />I <br />I � � <br />I <br />I <br />2"I I <br />��(E) FOOTING <br />USE SIMPSON EPDXY SET XP (ESR-2508) W/ <br />CONT. SPECIAL INSP. REQ'D <br />ANCHOR TO EXISTING FOUNDATION 1 <br />(D_ <br />TYP O 01 <br />AT NEW <br />FOOT'G, TYP <br />S2 !; 1 <br />N 12" <br />FOOTING <br />N�i <br />EXISTING SLAB ON GRADE TO <br />REMAIN & ADD 'REDGARD' <br />WATERPR❑❑FING AS VAPOR <br />BARRIER, ICC-ESR-1413, AS <br />NEDED, APPLY SIKALEVEL <br />P❑RTLAND CEMENT CONCRETE <br />OVER (E) CONCRETE SLAB FOR <br />CRACK SEAL AND LEVELING <br />THEN APPLY REDGARD, <br />u <br />�e <br />(E) ED <br />C SET — — <br />N Z J`ti V2 <br />�0 1 1 s <br />w o 81_0„ S2 <br />1 (E) R <br />S2 <br />0 <br />I <br />0� <br />E 12" <br />FOOTING <br />HDU2 <br />NON PSNf <br />BEARING <br />(N) KITCHEN <br />Approved <br />OR PERMIT ISSUANC <br />taster ID: F H E E <br />FOUNDED Lc: <br />ate: <br />FAMfLY WOM <br />1 y <br />040 G <br />z o S2 'J 1 2 AT EXISTING <br />6'-6" SN FOOT'G, TYP <br />A B <br />�1r FOUNDAT ON PLAN <br />\@ 1 /4 = 1 —0 <br />@ e� <br />�r,,nIST FLOOR FRAMING PLAN- <br />1/4" = 1 — 0 <br />XISTI , NO CHANGE <br />❑ F UN ATI❑N <br />/ QROFESS <br />C64806 <br />EXP 6/30/2025 <br />OF//CAL�FO�� <br />Q <br />z <br />Q <br />w <br />p— <br />C7 <br />N <br />z <br />O <br />W <br />� <br />z�Q <br />U <br />o <br />-' <br />J <br />CV <br />O <br />-z= <br />LLJ <br />L- <br />Q <br />CL- <br />w <br />Lu <br />=COCOQa/ <br />0 <br />0 <br />C(i E <br />I+i <br />Zw <br />o <br />q <br />Wz <br />� <br />�o <br />w <br />H <br />w <br />w <br />Q <br />DRAWN BY: <br />F.L. <br />CHECK'D BY: <br />F.L. <br />SCALE: <br />AS NOTED <br />JOB NO.: <br />PCN #: <br />SHEET <br />si <br />