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ROOF FRAMING PLAN <br />SCALE 1/8"=1'-0" <br /> 2 <br />" <br /> <br />X <br /> <br />8 <br />" <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />(B-3) 4X8 HDR <br />(B-1) 4X6 HDR <br />(B <br />- <br />5 <br />) <br /> <br />4 <br />X <br />6 <br /> <br />H <br />D <br />R <br />(B <br />- <br />4 <br />) <br /> <br />4 <br />X <br />6 <br /> <br />H <br />D <br />R <br />1 <br />DL <br />2 <br />DL <br />ADL <br />BDL <br />(B-2) 4X8 HDR <br />3 - 2" X 8" CLG JOISTS <br />3 - 2" X 8" CLG JOISTS <br />(N) 2" X 6" C.J. @ 16" O.C. <br />4 <br />L=8'-0" <br />HDU2 <br />4X4 POST <br />HDU2 <br />4X4 POST <br />L=8'-0"4 <br />HDU2 <br />4X4 POST <br />HDU2 <br />4X4 POST <br />4 <br />L=6'-0"HDU2 <br />4X4 POST <br />HDU4 <br />4X4 POST <br />HDU4 <br />4X4 POST <br />L=5'-0"3 <br />L=8'-0"4 <br />HDU2 <br />4X4 POST <br />HDU2 <br />4X4 POST <br />4 <br />L=6'-0"HDU2 <br />4X4 POST <br />HDU4 <br />4X4 POST <br />HDU4 <br />4X4 POST <br />L=5'-0"3 <br />1 <br />DL <br />2 <br />DL <br />ADL <br />BDL <br />CF1 <br />2" X 4" <br />KICKER <br />2" X 4" <br />KICKER <br />4' <br />- <br />0 <br />" <br />3'-0" <br />3' <br />- <br />0 <br />" <br />4'-0" <br />FOUNDATION PLAN <br />SCALE 1/8"=1'-0" <br />2 <br />STRAP W/ 10-16d <br />@ 4'-0" O/C <br />SIMPSON ST-2115 <br />SIDE EA. JOIST <br />2-16d T.N. EA. <br />(E) RIDGE BOARD <br />RIDGE & RAFT. DETAIL 1 <br />A35 @ 24" O/C <br />8-16d PER LAP <br />FOR EXT. FINISH <br />OR SEE ELEVATION <br />W/ 2-16d PER <br />2"X FASCIA <br />ROOF RAFT. <br />7/8" MIN. STUCCO <br />DBL. 2"X4" PLATES <br />2"X4" STUDS @ 16" O/C <br />B.N. <br />SHEARWALL <br />WHERE OCCURS <br />OR PER SHEARWALL <br />SHEDULE FOR <br />SHEAR WALL <br />2 <br />SEISMIC: <br />- SITE CLASS: D IMPORTANCE FACTOR, I : 1.0 <br />- OCCUPANY CATEGORY: II SEISMIC DESIGN CATEGORY:D <br />- Ss = 1.50 S1 = 0.54 LATITUDE: 33.7551871 <br />- Sds = 1.18 Sd1 = 0.82 LONGITUDE:-117.883071 <br />- SEISMIC FORCE RESISTING SYSTEM(S): PLYWD SHEAR WALLS <br />- Cs = Sds / (R/I) = 0.1538 R = 6.5 <br />- V = Cs * W (ASD) = 0.1538* W <br />WIND: <br />- BASIC WIND SPEED = 110 MPH IMPORTANCE FACTOR = 1.0 <br />- OCCUPANCY CATEGORY: II WIND EXPOSURE CAT. = C <br />- HEIGHT & EXPOSURE ADJ. COEFF: 1.00 <br />- TOPOGRAPHIC ADJ. FACTOR: 1.0 <br />- DESIGN WIND PRESSURE = 15.37 PSF <br />= 1.3 <br />12.0 PSF <br />20.0 PSF <br />N/A <br />16.0 PSF <br />40.0 PSF <br />FOUNDATION DESIGN <br />- SOIL - TYPE 5 (SITE CLASS D USED FOR LATERAL DESIGN) <br />- ALLOWABLE SOIL BEARING PRESSURE - 1,500 PSF. <br />- RETAINING WALLS: <br /> RESTRAINED LOAD (EFP) = NA PCF <br /> CANTILEVERED LOAD (EFP) = NA PCF (LEVEL) <br /> PASSIVE SOIL PRESSURE = NA PCF / 2000 PCF MAX. <br /> COEFFICIENT OF FRICTION = NA <br />- SOILS REPORT BY: N/A <br />LATERAL DESIGN <br />- ROOF DEAD LOAD = <br />- ROOF LIVE LOAD = <br />- ROOF SNOW LOAD = <br />- WALL DEAD LOAD = <br />- FLOOR LIVE LOAD = <br />VERTICAL DESIGN <br />DESIGN LOAD TABLE <br />= 1.3 <br />ALL INTERIOR FOOTINGS 18" BELOW. <br />FOR EXPANSIVE SOIL CONDITIONS <br />ALL EXTERIOR FOOTINGS SHALL BE <br />24" BELOW NATURAL GRADE AND <br />NOTE: <br />“Fasteners for preservative-treated or fire-retardant-treated <br />wood shall be of hot dipped zinc - coated galvanized steel in <br />accordance with ASTM A 153.” (R317.3) <br />NOTE: <br />“Specify that foundation sills shall be naturally durable or <br />preservative-treated wood. Field-cut ends, notches and <br />drilled holes of preservative-treated wood shall be <br />field-treated per AWPA M4.(R317.1.1,2304.11.2.4) <br />NAIL W/ 8d @ 6",12" O/C <br />PENDICULAR TO FRAMING AND <br />LAY PLYWD. FACE GRAIN PER- <br />W/ EXT. GRADE GLUE (P.I.32/16) <br />1/2" OSB EXT. GRADE PLYWD. <br />ROOF SHEATING: <br />RADIANT BARRIER REQUIRED <br />= <br />W/2-#4 TOP & BOTT. TYP. <br />NEW 12" X24"DEEP CONT. FTG. <br />CF1 <br />1 = 5/8" DIA. X 10" A. BOLTS @ 6'-0" <br />O/C 12" FROM CORNERS & ENDS (7" <br />MIN. EMBED.) W/ 3"X3"X0.229" STL. <br />PLATE WASHERS <br />1 <br />2"X4" STUDS @ 16" O/C <br />DBL. 2"X4" PLATES <br />W/ 2-16d PER <br />2"X FASCIA <br />ROOF RAFT. <br />E.N. <br />E.N. <br />RADIANT <br />BARRIER <br />STUCCO <br />(WHERE OCCURS) <br />OVER SHEARWALL <br />E.N. <br />2"X4" CRIPPLES @ <br />16" O/C <br />A35 PER SW. SCH. <br />FASTENERS PER <br />SHEARWALL <br />SCHEDULE <br />(N) 2" X 6" CJ @ 16" O.C. <br />3 <br />4 <br />SIMPSON PC <br />POST CAP <br />INVERTED <br />2 X KICKER <br />PC POST CAP <br />3 X C.J. PER PLAN <br />RIDGE PER PLAN <br />6 <br />5 <br />7 <br />8 <br />1 <br />---- <br />2 <br />---- <br />2 <br />---- <br />3 <br />---- <br />3 <br />---- <br />4 <br />---- <br />4 <br />---- <br />5 <br />---- <br />6 <br />---- <br />6 <br />---- <br />6 <br />---- <br />6 <br />---- <br />HALF OF ABOVE VALUES. <br />(8) WHEN SHEAR PANEL APPLIED TO BOTH SIDES OF WALL FRAMING, SPACING SHALL BE <br />STAGGERED PLYWOOD E.N. (FOR EXISTING WALL, USE 2x SILL PLATE W/ 2x SOLID BLKG. <br />(7) FOR NEW WALLS, 3x SILL PLATE AND STUD BETWEEN ADJACENT PLANELS REQUIRED. <br />(9) ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX. <br />1"3 <br />8"x31 <br />2"x31 <br />2" <br />5 <br />16"x3"x3"7 <br />8" <br />3 <br />4"5 <br />16"x33 <br />4"x23 <br />4" <br />1 <br />4"x3"x3" <br />USE PLATE WASHERS SIZE:FOR ANCHOR BOLT SIZE: <br />5 <br />8" <br />NOTES: <br />(1) FRAMING AT EDGE NAILING SHALL BE 3x OR WIDER AND NAILS SHALL BE STAGGERED. <br />(3) WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS <br />LESS THAN 6" ON CENTER, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT <br />MEMBERS OR FRAMING SHALL BE 3x AND NAILS ON EACH SIDE STAGGERED. <br />(4) PROVIDE MINIMUM 7" EMBEDMENT OF ANCHOR BOLTS INTO CONCRETE. <br />(5) PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION ACROSS THE STUDS OR <br />STUDS SHALL BE SPACED AT 16" O.C. <br />(6) 5/8" DIA. SIMPSON TITEN HD MODEL# THD62600H CAN BE USED IN LIEU OF J BOLT. <br />(2) ALL PLYWOOD EDGES TO BE BLOCKED. USE 3x BLOCKING AND EDGE NAIL <br />PLYWOOD TO BLOCK. <br />(10) WOOD STRUCTURAL PANELS: DOC PS1 OR DOC PS2 <br />AND DOUBLE STUDS ±1/2" EDGE DISTANCE FOR PLYWOOD B.N. <br />ALL PANEL JOINT & SILL PLATE NAILING SHALL BE STAGGERED <br />(11) 1 8" GAP AT ALL PLYWOOD PANEL EDGES REQUIRED. <br />SILL CONNECTION(E.N. W/ COMMON NAILS ONLY)WALL LABEL DESCRIPTION OF SHEAR PANEL <br />S H E A R W A L L S C H E D U L E <br />DBL SIDED <br />12" OSB STRUCT. 1 BLOCKED <br />W/ 8d NAILS <br />@ 6" O.C. <br />1100 PLF <br />680 PLF <br />560 PLF <br />390 PLF <br />SHEAR VALUE <br />260 PLF <br />12" OSB STRUCT. 1 BLOCKED <br />W/ 8d NAILS <br />@ 4" O.C. <br />15 <br />32" OSB STRUCT. 1 BLOCKED <br />W/ 8d NAILS <br />@ 3" O.C. <br />15 <br />32" OSB STRUCT. 1 BLOCKED <br />W/ 8d NAILS <br />@ 2" O.C. <br />15 <br />32" OSB STRUCT. 1 BLOCKED <br />W/ 8d NAILS <br />@ 3" O.C. <br />TOP PLATE <br />CONNECTION <br />5 8" A.B. @ 40" O.C. <br />W/ 2x 16d @ 6" O.C <br />5 8" A.B. @ 16" O.C. <br />W/ 3x 16d @ 4" O.C <br />SEE NOTE *(7) <br />5 8" A.B. @ 12" O.C. W/ <br />3x 3 8x7 SCREW @ 4" <br />O.C. SEE NOTE *(7) <br />5 8" A.B. @ 16" O.C. W/ <br />3x 3 8x7 SCREW @ 6" <br />O.C. SEE NOTE *(7) <br />5 8" A.B. @ 12" O.C. W/ <br />3x 3 8x7 SCREW @ 3" <br />O.C. SEE NOTE *(7) <br />A35 @ 24" O.C. <br />OR <br />LTP4 @ 24" O.C. <br />A35 @ 16" O.C. <br />OR <br />LTP4 @ 16" O.C. <br />A35 @ 12" O.C. <br />OR <br />LTP4 @ 12" O.C. <br />A35 @ 12" O.C. <br />OR <br />LTP4 @ 12" O.C. <br />A35 @ 6" O.C. <br />OR <br />LTP4 @ 6" O.C. <br />3 <br />L= # ' <br />5 <br />L= # ' <br />4 <br />L= # ' <br />3 <br />L= # ' <br />2 <br />L= # ' <br />3X SILL PLATE <br />A-2 <br />X <br />A-2 <br />X <br />4 <br />L=8'-0" <br />HDU2 <br />4X4 POST <br />HDU2 <br />4X4 POST <br /> 4X4 HDR <br />(N) 2" X 6" R.R. @ 16" <br />W/ MID SPAN <br />WOOD SPECIES: DOUGLAS FIR-LARCH NO 1 <br />NO ROOF EAVE <br />ON THIS WALL <br />1/2" OSB EXT. GRADE PLYWD. W/ EXT. <br />GRADE GLUE (P.I.32/16) LAY PLYWD. <br />FACE GRAIN PER-PENDICULAR TO <br />FRAMING AND NAIL W/ 8d @ 6",12" O/C <br />1/2" OSB EXT. GRADE PLYWD. W/ EXT. <br />GRADE GLUE (P.I.32/16) LAY PLYWD. <br />FACE GRAIN PER-PENDICULAR TO <br />FRAMING AND NAIL W/ 8d @ 6",12" O/C <br />4X4 POST <br />W/ ECC <br />4X4 POST <br />W/ ECC <br />4X4 POST <br />W/ ECC <br />9 <br />3 - 2" X 8" CLG JOISTS <br />9 <br />---- <br />(3) CEILING JOIST LAPPED <br /> W/ 16d@12"O.C. E.A. SIDE <br />STAGER <br />12" <br />10 <br />@16" O/C <br />2X4 CRIPPLES <br />3 - 2" X " CEILING JOISTS <br />DBL TOP <br />PLATE <br />EACH SIDE. <br />2x SOLID BLK.'G. <br />A35 EA SIDE <br />PLAN <br />HDR. PER <br />6x SOLID BLK.'G. <br />10 <br />---- <br />(N) 2" X 6" R.R. @ 16" <br />(N) 2" X 6" R.R. @ 16"(N) 2" X 6" R.R. @ 16" <br />A <br />A <br />A <br />WEEP SCREED TYP. <br />26 GA. GALV. STL. <br />OR SEE PLAN & <br />7/8" MIN. STUCCO <br />SHEARWALL SCHED. <br />2-#4 TOP& BOTT.24 <br />" <br />3" <br />12" <br />2"X4" STUDS @ 16" o/c <br />A. BOLTS @ 4'-0" O/C <br />5/8" Ø X 10" LONG <br />(7" MIN. EMBEDMENT) <br />2"x4" P.T. SILL PLATE <br />W/3"X3"X0.229" WASHERS <br />8" <br />4" CONCRETE <br />SLAB <br />5 % <br />10-MIL VISQUENE <br />VAPOR BARRIER <br />4" THICK BASE OF 1/2" <br />CLEAN AGGREGATE <br />(N) 2" X 6" R.R. @ 16 O.C." <br />(N) 2" X 6" R.R. @ 16 O.C." <br />(N) 2" X 6" R.R. @ 16 O.C." <br />A <br />NEW FOOTING <br />(N) TO (E) SLAB ON GRADE <br />DOWELING <br />5 <br />---- <br />5 <br />---- <br />5 <br />---- <br />4" CONC. SLAB ON GRADE W/#4 @ <br />16" O.C. BOTH WAYS AT OVER 2 <br />LAYERS OF 10 MIL. VAPOR <br />BARRIER OVER 4" THICK BASE OF <br />1/2" CRUSHED GRAVEL BASE. <br />PRE-SATURATE TO A DEPTH OF 18". <br />HOLDOWN @ NEW FOOTING <br />MIN. <br />NEW FOOTING <br />3" <br />8" <br />6-SDS 1/4"X2 1/2" <br />10-SDS 1/4"X2 1/2" <br />12" <br />12" <br />8" <br />8" <br />8"12"14-SDS 1/4"X2 1/2" <br />NEW SLAB <br />4" X POST <br />& DOUBLE NUT <br />5/8" Ø AL-THREAD ROD W/ <br />3" SQ.X 1/2" THK. PLATE WASHER <br />5/8" <br />5/8" <br />5/8" <br />HDU2 <br />HDU4 <br />HDU5 <br />EDGE DIST. <br />PER PLAN <br />SHEAR WALL <br />PER PLAN <br />SIMPSON HDU <br />HOLDOWN ANCHOR DIA. FASTNERS EDGE DIST. EMBEDMENT <br />RR 25720, ESR-2330 <br />2X P.T. <br />AA <br />CF1 <br />CF <br />1 <br />CF <br />1 <br />1 <br />1 <br />1 <br />1 <br />(N) 2" X 6" CJ @ 16" O.C. <br />S-1 <br />FOUNDATION PLAN, <br />FRAMING PLAN <br />ISSUES AND REVISIONS <br />Computer File <br />Project Name <br />Description <br />Project Number <br />SHEET: <br />Scale <br />NO. <br />1. <br />DATE <br />2. <br />3. <br />CHECKBY <br />CONSULTANT <br />CONTACT: <br />PROPOSED GARAGE <br />CONVERSION INTO <br />ADU <br />SEAL: <br />VERIFY MEASUREMENTS WITH CORRESPONDING <br />COSTRUCTED OR EXISTING CONDITIONS PRIOR TO <br />PROCEEDING WITH THE WORK, AND NOTIFY THE <br />ARCHITECT IMMEDIATELY OF SIGNIFICANT <br />DISCREPANCIES. <br />FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL <br />DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH <br />FLOOR ELEVATION. THE CONTRACTOR MUST <br />COORDINATE DATUM-BASED ARCHITECTURAL <br />ELEVATIONS SHOWN WITH SITE-SPECIFIC ELEVATIONS <br />SHOWN ON CIVIL DRAWINGS. <br />WALL DIMENSIONS SHOWN ARE TO FACE OF WALL <br />FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. <br />1432 N. BAKER ST. <br />SANTA ANA, CA 92706 <br />C&C <br />Drafting Design <br />Edgar Cortes <br />& Commercial <br />Residential <br />Design <br />1100 E. Orangethorpe Ave. <br />Ca. 92801 <br /># 200w, Anaheim <br /> (562) 916 7505 (714) 813 6555 <br />e_mail: ccdraftingdesign@yahoo.com <br />OWNER: <br />MRS. MINEL HERAS <br />Mobile: (562) 547 4249 <br />MRS. MOUREEN B. HERAS <br />Mobile: (562) 547-4249 <br />EMAIL: <br />INPROPERBUENAPARK@GMAIL.COM <br />A 2/05/2026 ROOF FRAMING PLAN, <br />RELOCATE WATER HEATER, <br />ELECTRICAL PANEL. <br />CONCRETE SLAB DETAIL AND <br />ROOF SHEATHING <br />01 /28/ 2026 <br />DIGITAL STAMP