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DRAG CONNECTION <br />N.T.S. <br />SIMP. "MSTC40" <br />STRAP U.N.O <br />FLUSH BEAM PER PLAN <br />DOUBLE TOP PLATES <br />4X POST <br />SHEAR @ WDW. OPENING <br />N.T.S. <br />WINDOW <br />OPENING <br />(WHERE OCCURS) <br />SEE FRAM'G <br />PLAN TYP. <br />SIMPSON CS16 W/ 10D @ <br />2" O.C @ EACH CORNER OVER <br />PLYWOOD T&B <br />E.N. AROUND <br />OPENING AND <br />BLKG W/ <br />8D @ 4" O.C <br />E.N. TYP.4X HEADER ABOVE OPENING <br />PLYWD SHT <br />PER PLAN <br />(N) 2X6 CJ <br />@ 16" O.C. <br />RR/ CJ CONNECTION <br />N.T.S. <br />(N) 2X FRAME <br />(N) 4x HDR <br />WHERE <br />OCCURS <br />F.A.U IN ATTIC <br />N.T.S. <br />30" <br /> <br />M <br />I <br />N <br />. <br />F.A <br />. <br />U <br />. <br />LIGHTING FIXTURE <br />CONTROLLED BY A <br />SWITCH LOCATED BY <br />ATTIC ACCESS <br />F.A.U SHALL BE LISTED <br />FOR INSTALLATION IN <br />ATTIC AND ON <br />COMBUSTABLE FLOORING <br />CLEARANCES SHALL BE <br />AS SPECIFIED IN THE <br />LISTING <br />5 /8" CDX X24" <br />MIN. WIDE <br />PLYWD <br />PASSSAGEWAY <br />20' MAX TRAVEL <br />DISTANCE <br />30" SQ. VERIFY <br />22"X30" W/ F.A.U <br />MANUF. ATTIC <br />ACCESS <br />5/8" CDX PLYWD <br />LEVEL WORKING <br />PLATFORM FOR <br />THE ENTIRE <br />LENGTH OF UNIT <br />LIGHT <br />SWITCH <br />ELECTRICAL <br />OUTLET <br />NOTE: <br />PASSAGEWAY TO THE MECHANICAL EQUIPMENT IN THE <br />ATTIC SHALL BE UNOBSTRUCTED AND HAVE CONTINUOUS <br />SOLID FLOORING NOT LESS THAN 24" WIDE, NOT MORE THAN <br />20' IN LENGTH THROUGH THE ATTIC. <br />BEAM. TO POST CONN. <br />N.T.S. <br />WD POST <br />SIMPSON CAP <br />(PER PLAN) <br />WD BEAM SIMPSON "MST" <br />RIDGE BEAM <br />N.T.S <br />RIDGE BOARD <br />(SEE FRAMING)2X RR @ 16" O.C. <br />(SEE PLANS) <br />E.N. <br />ROOF SHEATHING <br />LSTA24 @ 48" O.C. <br />D1 <br />12 <br />INTERIOR FOOTING <br />N.T.S. <br />NEW SHEAR WALL <br />(SEE PLANS) <br />5" <br />2X STUDS <br />@ 16" O.C. <br />24" <br />3" <br />CLR <br />INTERIOR <br />FIN. <br />2X4 P.T.D.F. MUD SILL <br />W/ 5/8" Ø A.B. X 10" <br />LONG W/ 3" X 3" X 1/4" <br />WASHER 7" INTO <br />CONCRETE 12" FROM <br />CORNERS AND 48" O.C. <br />MAX. <br />14" <br />POST PAD DETAIL (TYP.) <br />N.T.S. <br />16 <br />04 <br />12 <br />13 <br />07 <br />03 <br />19 <br />050102 <br />08 09 <br />14 15 <br />20 <br />06 <br />1110 <br />21 22 <br />1817 <br />SIMSPON <br />HOLDOWN <br />SIMPSON HDU <br />(PER PLAN) <br />W/1/4"X3" SCREWS <br />(ICC ESR-2330) <br />12" <br />5" <br />NEW SHEAR <br />WALL <br />(SEE PLANS) <br />CONC. FOOTING <br />F.G <br />F.F <br />SSTB16 5/8"X12-5/8" LE. <br />PER ESR-2611 3" <br />MIN. <br />24" <br />2X STUDS @ 16" <br />O.C./ 4X4 OR 2-2x4 <br />HDU2-8D82.5 <br />HDU4-8D82.5 <br />HDU5-8D82.5 <br />HDU8-8D82.5 <br />SCREWS <br />TO POST <br />1/4"X2.5" <br />1/4"X2.5" <br />1/4"X2.5" <br />1/4"X2.5" <br />ANCHOR BOLT <br />NUTS/WASHERS <br />5/8" <br />5/8" <br />5/8" <br />7/8" <br />NOTE: <br />1. ALL HOLDOWN ANCHORS MUST <br />BE TIED IN PLACE PRIOR TO <br />FOUNDATION INSPECTION. <br />2. DEEPEN FOOTING AS REQUIRE <br />TO OBTAIN ANCHORS EMBEDMENT <br />AND CONCRETE COVER. <br />P.T.D.F SILL PLATE <br />(PER PLAN) <br />HDU-SDS2.5 @ FOOTING <br />N.T.S. <br />FLOOR/ROOF SHEATING <br />(4'X8' OSB. SHEATING) <br />FLOOR OR ROOF JOIST <br />PANEL FIELD NAILING <br />DIAPHRAGM BOUNDARY <br />NAILING <br />PANEL EDGE NAILING <br />BLOCKING @ PANEL <br />EDGES NOT REQUIRED <br />@ ROOF OR IF T&G <br />SHEATING IS UDED <br />ROOF SHEATHING <br />N.T.S. <br />2X RAFTER @ <br />16" O.C. TYP. <br />4X HEADER <br />SEE PLAN <br />60° <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS <br />TRIMMER STUDS <br />TO SUPPORT HEADER <br />WALL FRAMING <br />N.T.S. <br />3-16D NAILS <br />FOR 2X <br />TRIMMER <br />(2-2X <br />TRIMMER AT <br />OPENING <br />WIDER THAN <br />6'-0") <br />4-16D NAILS <br />FOR <br />4X HEADER <br />ROUGH <br />SILL <br />CRIPPLE <br />2 X 4 <br />SOLE PLATE <br />INTERIOR WALL TO FLR <br />N.T.S. <br />2X4 STUDS @ 16" O.C. <br />SHOT PIN @ 24" O.C. <br />ICC 1799 <br />2X RR @ 16" O.C. <br />2X 16D NAILS EA SIDE <br />2X4 STUDS @ 16" O.C. <br />EXTERIOR FOOTING <br />N.T.S. <br />14" <br />24 <br />" <br />5" CONC. SLAB W/ #3 <br />REBAR @18" E.W. <br />2X4 P.T.D.F. MUD SILL <br />W/ 5/8 Ø A.B. X 10" <br />LONG W/ 3" X 3" X .229" <br />WASHER 7" INTO CONC. <br />12" FROM CORNERS <br />AND 48" O.C. MAX. <br />5" <br />2X STUDS <br />@ 16" O.C. <br />3" <br />CLR <br />8"MIN <br />GRD. <br />R-15 <br />4" ABOVE EARTH <br />OR 2" ABOVE <br />PAVED AREAS <br />26GA <br />SCREED <br />STUCCO FINISH <br />CEMENT PLASTER ON MEATAL LATH SHALL <br />HAVE AT LEAST 7/8" THICKNESS MIXED 1:2 <br />FOR SCRATCH COAT AND 1:3 BROWN COAT <br />BY WEIGHT, CEMENT TO SAND AGGREGATE. <br />2-#4 CONT. 3" FROM <br />TOP & BOTTOM <br />TYP. ALL F'TG'S. <br /> 10 MIL VISQUEEN <br />4" THK (MIN) BASE <br />OF 1 <br />2" CLEAN <br />AGGREGATE <br />24" <br />24" @ 36" O.C. <br />24 <br />12"MIN <br />FOR ADU 5" CONC. SLAB W/ #3 <br />REBAR @18" E.W. <br />SIMPSON POST CAP <br />N.T.S. <br />SIMPSON LU <br />4X POST <br />4X HDR SIMPSON EPC <br />CARRY HDR <br />4X POST (SEE PLAN) <br />3- #4 BARS <br />EA WAY <br />SIMPSON BASE CAP <br />PBS <br />3" <br />MIN. <br />6" <br />3" CONC. SLAB OR <br />2" ASPHALTIC <br />CONC. SLAB <br />(SEE PLAN) <br />5-16D NAILS <br />EN. <br />2 X BLKG. <br />A35 @ 32" O.C. <br />ROOF SHTG.STARTER BOARD <br />5 <br />1 <br />/ <br />2 <br />" <br />2X RR @ 16" O.C. <br />(SEE PLANS) <br />CEMENT PLASTER <br />ON METAL LATH <br />SHALL HAVE AT <br />LEAST 7 <br />8" THICKNESS <br />MIXED 1:2 FOR <br />SCRATCH COAT AND <br />1:3 BROWN COAT BY <br />WEIGHT, CEMENT TO <br />SAND AGGREGATE. <br />STUCCO <br />FINISH <br />1 HOUR RATED EAVE DETAIL <br />N.T.S. <br />(N) 2X6 CJ @ 16" O.C. <br />(SEE PLAN) <br />7-16D NAILS <br />R-15 <br />EN. <br />2X4 STUDS @ 16" O.C. <br />2 X BLKG. <br />A35 @ 32" O.C. <br />2X CJ @ 16" O.C. <br />(SEE PLANS) <br />(WHERE OCCURS) <br />ROOF SHTG.STARTER BOARD <br />NEW SHEAR WALL <br />(SEE PLANS) <br />2X RR @ 16" O.C. <br />(SEE PLANS) <br />R-38 <br />1 HOUR FIRE <br />N.T.S. <br />STUCCO <br />FINISH <br />CEMENT PLASTER <br />ON METAL LATH <br />SHALL HAVE AT <br />LEAST 7 <br />8" THICKNESS <br />MIXED 1:2 FOR <br />SCRATCH COAT AND <br />1:3 BROWN COAT BY <br />WEIGHT, CEMENT TO <br />SAND AGGREGATE. <br />R-13 <br />5 <br />8"TYPE X DRYWALL <br />IF LESS THAN 5'-0" FROM P.L. <br />DBL BLOCKING <br />OPENING <br />(SEE PLAN)2-16D NAILS <br />EA SIDE <br />ATTIC ACCESS FRAMING <br />N.T.S. <br />23 <br />2X4 @ 16" OC. <br />2-#4 CONT. 3" FROM <br />TOP & BOTTOM <br />TYP. ALL F'TG'S. <br />5" CONC. SLAB W/ #3 <br />REBAR @18" E.W. <br /> 10 MIL VISQUEEN <br />4" THK (MIN) BASE <br />OF 1 <br />2" CLEAN <br />AGGREGATE <br />HIP FRAME <br />N.T.S. <br />2X HIP <br />2X HIP <br />4X4 POST <br />4X4 POST BELOW <br />2X RIDGE <br />BC4 <br />SIMPSON HHRC <br />LSTA <br />2X H <br />I <br />P <br />2X RIDGE <br />TS STRAP <br />DBL CJ OR BEAM <br />SIMPSON HHRC <br />DBL CJ OR BEAM <br />CALIF. FRAMING <br />N.T.S. <br />2X ROOF RAFTER <br />OR TRUSS <br />2X BOARD NOTCH AS REG. <br />W/ (3) 16D PER RAFTER <br />FOLLOWING LINE OF <br />CALIF. FRAMING <br />CDX PLYWOOD <br />E.N. <br />2X CALIF. FRAMING <br />2X4 @ 24" O.C. (SPAN 6'-0" MAX.) <br />2X6 @ 24" O.C. (SPAN 10'-0" MAX.) <br />2X8 @ 24" O.C. (SPAN 15'-0" MAX.) <br />SHEAR TRANSFER <br />N.T.S. <br />2X BLOCKING /OR <br />JOIST <br />2X CEILING JTS <br />@ 16" 0C <br />2X RAFTERS <br />@16" OC <br />ROOF SHTG. <br />W/ LTP4 @ 32" O.C. <br />W/ A35 @ 32" O.C. <br />R-38 R-38 <br />DBL TP <br />EN <br />NEW SHEAR WALL <br />(SEE PLANS) <br />EN <br />EN <br />(N) 2X6 CJ <br />@ 16" O.C. <br />(N) 2X6 RR@ <br />16" O.C. <br />R-13 <br />A35 @ 32" O.C. <br />2X BLOCKING 6-16D NAILS <br />ST6224 4X BRACE W/ (2) 1/2" LAG BOLTS <br />MIN. 2" INTO BEAM <br />KNEE BRACE DETAIL <br />N.T.S. <br />4x6 BEAM <br />45' <br />EPC <br />4X BRACE EA DIRECTION <br />SCALE: <br />DRAWN BY: <br />DATE: <br />PLAN CHECK <br />DRAWING TITLE: <br />DATEREVISIONS: <br />HN <br />02-18-2025 <br />AS NOTED <br />00-00-0000 <br />SHEET NO. OF SHEETS <br />DATE <br />00-00-2025-------- <br />00-00-0000 <br />00-00-0000 <br />00-00-0000 <br />00-00-0000 <br />CONSULTANT: <br />12 <br />9 <br />9 <br /> <br />N <br />. <br /> <br />P <br />A <br />R <br />S <br />O <br />N <br />S <br /> <br />P <br />L <br />. <br />( <br />A <br />D <br />U <br />) <br />13 <br />0 <br />1 <br /> <br />N <br />. <br /> <br />P <br />A <br />R <br />S <br />O <br />N <br />S <br /> <br />P <br />L <br />. <br />( <br />M <br />A <br />I <br />N <br /> <br />H <br />O <br />U <br />S <br />E <br />) <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 />3 <br />RESIDENTIAL PROJECT FOR: <br />1299 N. PARSONS PL. (ADU), <br />1301 N. PARSONS PL. (MIAN HOUSE), <br />SANTA ANA, CA 92703 <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />Exp. date: <br />STATE OF CALIFORNIACIVIL <br />REGISTERED PROFESS IONAL ENGINEER <br />HUE C . LUI <br />C-66754 <br />9/26 <br />HA NGUYEN - 1/29/2025 <br />DETAILS <br />09 11 <br />D1