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SCALE: 1/4" = 1'-0" <br />FOUNDATION PLAN <br />1 2 3 4 <br />A <br />B <br />CONC. SLAB <br />ON GRADE <br />SEE NOTE #7 <br />[F1] 2'-3"SQ.x24''D <br />w/ (4) #5 E.W <br />AT BOTTOM <br />[F1] 2'-3"SQ.x24''D <br />w/ (4) #5 E.W <br />AT BOTTOM <br />[F1] 2'-3"SQ.x24''D <br />w/ (4) #5 E.W <br />AT BOTTOM <br />[F1] 2'-3"SQ.x24''D <br />w/ (4) #5 E.W <br />AT BOTTOM <br />5 <br />S3.1 TYP.5 <br />S3.1 TYP. <br />5 <br />S3.1 TYP.5 <br />S3.1 TYP. <br />13 <br />S3.1TYP. <br />13 <br />S3.1TYP. <br />13 <br />S3.1TYP.13 <br />S3.1 TYP. <br />FOUNDATION NOTES <br />1.ALL POSTS SHALL BE CONNECTED TO SILL PLATE WITH "A35" AT EA. SIDE <br />TYP. UNLESS HARDWARE IS NOTED ON PLAN. <br />2.ALL FOOTING SHALL HAVE F'c = 2500 PSI UNLESS NOTED OTHERWISE. <br />3.ALL BOLT HOLES SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED. <br />INSPECTOR TO VERIFY. <br />4.FOUNDATION SILL SHALL BE NATURALLY DURABLE OR <br />PRESERVATIVE-TREATED WOOD. FIELD-CUT ENDS, NOTCHES AND DRILLED <br />HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE FIELD-TREATED PER <br />AWPA M4. <br />5.CONTRACTOR TO VERIFY ALL DIMENSIONS & ELEVATIONS WITH <br />ARCHITECTURAL PLANS PRIOR TO STARTING ANY WORK. <br />6.FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT <br />TREATED WOOD SHALL BE OF HOT ZINC COATED GALVANIZED STEEL OR <br />STAINLESS STEEL.. <br />7.CONCRETE SLAB ON GRADE SHALL BE 4" THICK w/ #4 @ 16" O.C. E.W. OVER <br />2" SAND OVER 10MIL VAPOR OVER 2" SAND OR GRAVEL BASE. <br />INDICATES (N) CONCRETE PAD <br />INDICATES (N) SLAB ON GRADE. SEE NOTE #7 <br />SCALE: 1/4" = 1'-0" <br />ROOF FRAMING PLAN <br />CONT. 4x12 RBM <br />2x <br />8 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />6x10 DBM 101 <br />6x <br />1 <br />0 <br /> <br />D <br />B <br />M <br /> <br />1 <br />0 <br />2 <br />6x <br />1 <br />0 <br /> <br /># <br />1 <br /> <br />D <br />B <br />M <br />1 <br />0 <br />3 <br />6x <br />1 <br />0 <br /> <br />D <br />B <br />M <br /> <br />1 <br />0 <br />2 <br />2x <br />1 <br />0 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />2x <br />8 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />1 2 3 4 <br />A <br />B <br />6x10 DBM 101 6x10 DBM 101 <br />6x10 DBM 101 6x10 DBM 101 6x10 DBM 101 <br />6x <br />1 <br />0 <br /> <br /># <br />1 <br /> <br />D <br />B <br />M <br />1 <br />0 <br />3 <br />11'-1"10'-10"11'-1" <br />33'-0" <br />15 <br />' <br />- <br />4 <br />" <br />1 <br />S3.1 <br />1 <br />S3.1 <br />1 <br />S3.1 <br />1 <br />S3.1 <br />1 <br />S3.1 <br />1 <br />S3.1 <br />7 <br />S3.1 <br />2 <br />S3.1 <br />2 <br />S3.1 <br />7 <br />S3.1 <br />6 <br />S3.1 <br />8 <br />S3.1 <br />8 <br />S3.1 <br />3 <br />S3.1 <br />4 <br />S3.1 <br />3 <br />S3.1 <br />3 <br />S3.1 <br />4 <br />S3.1 <br />4 <br />S3.1 <br />4 <br />S3.1 <br />3 <br />S3.1 <br />K.P.K.P.K.P.K.P. <br />ROOF FRAMING NOTES <br />1.ROOF SHEATHING SHALL BE 1/2" PLYWOOD, CD-X P11 32/16, w/ 8d COMMON <br />NAILS @ 6", 12" O.C. <br />2.ALL POSTS ARE 6 x 6 MINIMUM U.N.O. <br />3.ALL POSTS SHALL BE CONNECTED TO SILL PLATE WITH "A35" AT EA. SIDE <br />TYP. UNLESS HARDWARE IS NOTED ON PLAN. <br />4.ALL EXT. WALLS, SHEAR WALLS & BEARING WALLS EXCEEDING 10'-0" AND <br />LESS THAN 15'-0" HEIGHT SHALL BE 2x6 OR 3x4 @ 16" O.C. <br />5.ALL WOOD FRAMING MEMBERS U.N.O. SHALL BE: <br />2x MEMBER DF #2 OR BETTER <br />4x MEMBER DF #2 OR BETTER <br />2x STUDS DF #2 OR BETTER <br />6.ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS <br />OR GALVANIZED BOX. <br />7.FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT <br />TREATED WOOD SHALL BE OF HOT ZINC COATED GALVANIZED STEEL OR <br />STAINLESS STEEL. <br />8.ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE <br />GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR <br />SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD <br />SPANS SHALL CONFORM WITH TABLE 2304.8.(1) ON IBC 2021. <br />3 <br />S4.1 <br />K.P. <br />A <br />INDICATES SHEAR WALL TYPE, SEE SCHEDULE <br />INDICATES GRID LINE <br />INDICATES KING POST ABOVE <br />INDICATES POST BELOW <br />LEGEND <br />ROOF RAFTERS (R.R.) - SIZE AND SPACING PER PLAN <br />CEILING JOIST (C.J.) - SIZE AND SPACING PER PLAN <br />DBM <br />RBM <br />DENOTES DROPPED BEAM BELOW FLOOR/ROOF JOISTS. <br />DENOTES RIDGE BEAM <br />ABBREVIATIONS <br />SHEET <br />NUMBER <br />CONSULTANT <br />The above drawings, specifications, ideas, and <br />arrangements represented thereby are and shall remain <br />property of GxG CO-op Design and no part thereof shall <br />be copied, disclosed to others or used in connection <br />with any other project other than the specific project for <br />which they have been prepared and developed, without <br />the written consent of GxG CO-op Design. Visual <br />contact with these drawings or specifications shall <br />constitute conclusive evidence of acceptance of these <br />restrictions. Written dimensions on these drawings shall <br />have precedence over scaled dimensions. Contractors <br />shall verify and be responsible for all dimensions and <br />conditions on the job, and this office must be notified of <br />any variations from the dimensions and conditions <br />shown by these drawings. Shop details must be <br />submitted to this office for approval before proceding <br />with fabrication.2021 <br />DATE <br />SCALE <br />DRAWN <br />JOB no. <br />REVISIONS <br />INDICATED <br />FEB. 29, 2024 <br />13637 RUTHER AVE. UNIT R <br />SOUTH GATE, CA 90280 <br />TELEPHONE: 310 749.7536 <br />E-MAIL: LOOKING4GIO@GMAIL.COM <br />GIOVANNI QUINTERO <br />1401 S. Lowell Street, <br />Santa Ana, CA 92707 <br />NEW PATIO <br />COVER <br />S-2.1 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />P <br />L <br />A <br />N <br />S <br />1401 S Lowell St <br />11/13/2024