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S-3.1 <br />FR <br />A <br />M <br />I <br />N <br />G <br /> <br />& <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br />DE <br />T <br />A <br />I <br />L <br />S <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 />RAFTER TO BEAM CONN.1 <br />BEAM PER PLAN <br />CEILING JOISTS <br />PER PLAN S <br />ROOF RAFTER <br />PER PLAN <br />7- 16d <br />ROOF SHT'G <br />PER PLAN <br />BEAM PER <br />PLAN <br />6x6 DIAGONAL BRACING <br />W/ (4) 5/8"∅ x 4" LONG <br />LAG SCREWS <br />BEAM PER <br />PLAN <br />POST PER <br />PLAN <br />3' <br />- <br />0 <br />" <br />4" <br />2.5" <br />MIN <br />45° <br />2.5"MIN <br />. <br />2. <br />5 <br />' <br />' <br />MI <br />N <br />. <br />RIDGE BEAM TO K.P. CONN.2 <br />KING POST <br />PER PLAN <br />B.N.B.N. <br />SIMSON "CCQ" <br /> POST CAP <br />INVERTED <br />SIMPSON "CCQ" <br />POST CAP <br />BEAM <br />PER PLAN <br />ROOF SHT'G <br />PER PLAN <br />ROOF RAFTER <br />PER PLAN <br />RIDGE BEAM <br />PER PLAN"MSTA36" STRAP <br />FULLY NAILED <br />w/ 10d NAILS <br />KNEE BRACE END CONN.3 <br />A <br />SECTION A-A <br />(1) 3 4" DIA. BOLT <br />2. <br />5 <br />" <br />MI <br />N <br />. <br />(1) 3 4" DIA. BOLT <br />6x6 DIAGONAL BRACING <br />W/ (4) 5/8"∅ x 4" LONG <br />LAG SCREWS <br />6x6 DIAGONAL BRACING <br />BEAM PER <br />PLAN <br />(1) 3 4" DIA. BOLT <br />2.5" <br />MIN <br />2.5' <br />'MIN <br />. <br />SIMPSON "CCTQ" <br />COLUMN CAP <br />2x SHAPED BLK'G W/ <br />"A35" @ 16'' O.C. <br />B.N. <br />SIMPSON 'H2.5A' <br />TIE ON EACH RAFTER <br />6x6 DIAGONAL BRACING <br />2' <br />- <br />6 <br />" <br />2. <br />5 <br />" <br />MI <br />N <br />. <br />2.5" <br />MIN <br />A <br />B <br />11 <br />4"3"11 <br />4" <br />212" <br />3" <br />SECTION A-A SECTION B-B <br />3" <br />23 <br />4"23 <br />4" <br />11 <br />4"3"11 <br />4" <br />212" <br />3" <br />KNEE-BRACE CENTER CONN.4 <br />POST PER PLAN <br />RAFTER TO BEAM CONN.8NOT USED12NOT USED16 <br />NOT USED11NOT USED15 <br />EXT. PAD FOOTING DETAIL5 <br />NOT USED14 <br />TYP. CONCRETE SLAB DETAIL13 <br />6"6" <br />25"LAP TYP. <br />12 <br />" <br />1'-6" <br />DE <br />P <br />R <br />E <br />S <br />S <br />I <br />O <br />N <br /> <br />S <br />E <br />E <br />AR <br />C <br />H <br />T <br />. <br /> <br />P <br />L <br />A <br />N <br />1'-0" <br />112" <br />18" <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />8" MIN. <br />NOTE: WEAKENED PLANE JOINTS <br />(CONSTRUCTION OR CONTROL JOINTS) <br />SHALL BE PROVIDED AT 10'-0" EA. WAY <br />(MAX.). CONSTRUCTION JOINT SHALL BE <br />PROVIDED AT END OF EA. POUR. <br />2-#4 EA. SIDE <br />CONCRETE SLAB <br />AND BASE PER <br />FOUNDATION PLAN <br />#4 CONT. <br />CONCRETE SLAB AND <br />BASE PER FOUNDATION <br />PLAN CONCRETE SLAB AND <br />BASE PER <br />FOUNDATION PLAN <br />SAWCUT WITHIN 24 <br />HOURS OF POUR CONCRETE SLAB AND <br />BASE PER FOUNDATION <br />PLAN <br />4# CONT. TOP & BOTT. <br />FINISH GRADE <br />CONSTRUCTION JOINT DEPRESSION CONTROL JOINT SLAB EDGE <br />LEAVE ROUGH SURFACE <br />AFTER FIRST POUR CLEAN & <br />WATER BEFORE SECOND <br />POUR <br />A B C D <br />RIDGE BEAM CONNECTION6 <br />SIMPSON "ECCLQ" <br />COLUMN CAP <br />B.N.B.N. <br />ROOF SHT'G <br />PER PLAN <br />ROOF RAFTER <br />PER PLAN <br />"MSTA36" STRAP <br />FULLY NAILED <br />w/ 10d NAILS <br />RIDGE BEAM <br />PER PLAN <br />"U" HANGER <br />SLOPED <br />"U" HANGER <br />SLOPED <br />ROOF RAFTER <br />PER PLAN <br />ROOF SHT'G <br />PER PLAN <br />PER PLAN <br />3" <br />C <br />L <br />R <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />8" <br />M <br />I <br />N <br />. <br />POST PER PLAN <br />SIMPSON CBSQ-SDS2CONCRETE PAD <br />REINF. PER <br />SCHEDULE <br />CONCRETE SLAB <br />PER PLAN <br />#4 DOWELS @ 16'' O.C. <br />BENT 20'' INTO SLAB <br />& 20'' INTO FOOTING <br />8"MIN. <br />FINISH GRADE <br />EQ.EQ <br />2' <br />- <br />3 <br />" <br />RIDGE BEAM TO BEAM CONN.7 <br />ROOF SHT'G <br />PER PLAN <br />ROOF RAFTER <br />PER PLAN <br />KING POST PER PLAN <br />BEAM <br />PER PLAN <br />STUD WALL <br />PER PLAN <br />B.N.B.N. <br />RIDGE BEAM <br />PER PLAN <br />"MSTA36" STRAP <br />FULLY NAILED <br />w/ 10d NAILS <br />"A35" @ 16" O.C. <br />SIMPSON "CCQ" <br />POST CAP <br />SIMPSON "HL" W/ (2) <br />1/2" DIA. LAG SCREWS <br />w/ 4'' EMBED. <br />1/2" DIA. THRU BOLTS <br />E.N. <br />B.N. <br />ROOF SHEATHING <br />PER PLAN <br />ROOF RAFTER <br />PER PLAN <br />2x6 STUDS @ 16'' O.C. <br />DBL.2x <br />TOP PLATES <br />2x RIM JOIST W/ <br />SIMPSON "A35" <br />@ 16'' O.C. <br />CEILING JOISTS <br />PER PLAN <br />CEILING JOISTS PER PLAN <br />w/(2) 10d NAILS @ 16 O.C. <br />2x4 LOCKOUT NOTCH AS <br />REQUIRED @ 24" O.C. (3 <br />BAYS) <br />2x BLK'G @ <br />48" O.C. (2 <br />BAYS) <br />12'' PLY. w/ 10d E.N. @ 8'' O.C. <br />& 10d F.N. @ 12'' O.C. <br />2x SILL W/ 20d NAILING <br />@ 6'' O.C. <br />E.N. <br />BEAM PER PLAN <br />4-10d NAILS TO <br />BLOCKING ROOF <br />2x FASCIA <br />NOT USED10 <br />2x FASCIA <br />1401 S Lowell St <br />11/13/2024