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CITY OF SANTA ANA <br />Planning and Building Agency <br />REVI <br />FC <br />PLANS BY: <br />Mas <br />er ID: <br />Dat <br />:R.C. DES GNS <br />P.0 BOX. 146 <br />DOWNEY CA. <br />90241 <br />(56 ) 3 02293 <br />8 /31/20244 <br />EDGAR RIOS <br />PROJECT <br />BUILDING DESIGNER <br />These drawings and designs <br />are the property of <br />RC Designs & Drafting Co. <br />and can not be use by <br />others,copied or make <br />reproduction of it, without <br />the written consent of <br />the authors/designers. <br />Notify the designer for <br />any discrepancy or <br />modification. <br />SHEET TITLE: <br />DESIGN DATA <br />STRUCTURAL MATERIALS SPECIFICATIONS <br />MASONRY <br />PROPOSED: <br />REIFORCING STEEL <br />1. ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615 GRADE 40 <br />EXPANSIVE SOIL <br />A. BRICK (MW GRADE) A.S.T.M. - DESIGNATION C-62 <br />WOOD FRAMING <br />FOR NO.5 BARS AND SMALLER, GRADE 60 FOR NO.6 BARS AND LARGER. <br />E) CONCRETE SLABS ON GRADE ON EXPANSIVE SOIL <br />B. CONCRETE BLOCK A.S.T.M. - DESIGNATION C-90 <br />1. ALL STRUCTURAL AND STRUCTURAL FRAMING LUMBER TO BE MARKED SELECT STRUCTURAL OR NUMBER 1 <br />2. REINFORCING MARKED "CONTINUOUS" SHALL BE SPLICED WITH A MIN. LAP <br />AND COMPACTED FILL SHALL BE PLACED ON A 4" FILL <br />145 DESIGNATION C CONCRETE BRICK A.S.T.M. - - <br />C.OR <br />NUMBER 2 DOUGLAS FIR (D.F). STUDS AND LIGHT FRAMING TO BE MARKED STUD OR CONSTRUCTION <br />GARAGE <br />OF FORTH (40) BAR DIAMETERS IN MASONRY AND THIRTY-SIX (36) BAR <br />OF COARE AGGRE AGGREGATE OR A 2" SWAND BED <br />D. CAST BUILDING STONE A.S.T.M. -DESIGNATION C-704 <br />OR STANDARD GRADE. EXTERIOR PLYWOOD SHEATHING TO BE MARKED STRUCTURAL-1 D.F.P.A EXTERIOR GLUE. <br />DIAMETER IN CONCRETE. <br />COVERED MOISTURE BARRIER MAMBRANE. THE SLAB <br />1 . MORTAR MIX FOR CONCRETE BLOCKS TO BE 1-PART CEMENT TO 1/4-PART <br />INTERIOR SUBFLOORING TO BE MARKED STANDARD C-D SHEATHING D.F.P.A INTERIOR PANELLNG AS PER FINISH <br />CONVERSION <br />3. ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO <br />SHALL BE AT LEAST 3-Y/2"THICK AND SHALL BE REINFORCED <br />LINE PUTTY OR HYDRATED LINE TO 3Y2"-PARTS DAMP LOOSE SAND. <br />SCHEDULE F.F. NO.23640. <br />TO A. D. U <br />POURING CONCRETE OR PLACING MASONRY. <br />WITH #4 BARS SPACED AT INTERVAL NOT EXEEDING 16" EACH WAY. <br />2. GROUT MIX FOR CONCRETE BLOCK WALL TO BE 1 PART CEMENT TO 3 PART <br />2. ALL LUMER IN CONTACT W/CONCRETE OR MASONRY WITHIN 48" OF THE GROUND TO BE PRESUURE TREATED <br />4. SLAB PN GRADE SHALL BE REINFORCED WITH 6X6 410 X #10 WELDED WIRE <br />F) PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO STREET. <br />SAND TO WICH IN MAY BE ADDED NOT MORE THAN 1/10-PART LINE. SUFFICIENT <br />FIR OR FOUNDATION GRADE REDWOOD. <br />FABRIC UNLESS SPECIFICALLY DETAILED. <br />D) SOIL BELLOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED <br />WATER TO BE ADDED TO PRODUCE CONSISTENCY FOR POURING WITHOUT SEGREGATION <br />3. ALL STUDS SHALL BE 2X4 @16"O.C. UNLESS NOTED OTHERWISE STUD LENGHT GREATER THAN V-0" SHALL BE <br />W/ MOISTURE TO A DEPTH OF 18" PRIOR TO PLACING THE CONCRETE. <br />OF THE CONSTITUENTS. THE GROUT MAY CONTAIN 2- PARTS PEA GRAVEL, MAX SIZE OF %' <br />SOLID BLOCKED 0 INTERMEDIATE HEIGHT USE 2X4 STUDS TO 14' LENGHT , 3X4 TO 16' LENGHT, AND 2X6 STUD <br />LAG BOLTS <br />C) FOOTINGS SHALL BE REINFORCED W/ MIN. FOUR 1/2" DIA. REINFOR. BARS <br />3. CONCRETE BLOCK UNITS TO HAVE VERTICAL CONTINUITY OF THE CELLS CONTAINING REINF. <br />TO 16 THRU 20' LENGHTS. <br />5. PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA.. <br />TWO BARS SHALL BE PLACED 4" OF THE BOTTOM OF THE FOOTING AND <br />TO BE FILLED SOLID W/GROUT. <br />4. NOTCHING OF EXTERIOR AND INTERIOR BEARING WALLS HALL NOT EXEED 25% /40% RESPECTIVELY. BOARD <br />NAME: <br />FOR SMOOTH SHANK PORTION (97 NDS. <br />BARS WITHIN 4" OF THE TOP OF THE FOOTINGS. <br />4. CONCRETE BLOCK UNITS TO BE STAGGERED <br />HOLES IN BEARING /NON BEARING WALLS SHALL NOT EXEED 40%/60% RESPECTIVELY IN NO CASE SHALL <br />6. PLATE WASHERS ARE REQUIRED FOR ALL HOLD-DOWNS. <br />5 <br />THE EDGES OF THE BORED HOLE BE NEARER THAN /e" TO THE EDGE OF THE STUD. <br />HECTOR FLAMENCO <br />7. HOLD-DOWNS SHALL BE RETIGHTENED JUST PRIOR TO COVERING THE WALL <br />STRUCTURAL STEEL <br />5. PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACE <br />FRAMING. <br />1. STRUCTURE STEEL ASTM (A36) (A992), STRUCTURE PIPE ASTM A53 GD B, TUBING ASTM A501 <br />AT THE CEILING AND FLOOR LEVEL AND AT 10' INTERVALS BOTH VERTICAL AND HORIZONTAL. <br />6. ALL PLUMBING WALLS ARE TO BE FRAMED WITH A MIN. OF 6" STUDS. <br />(714) 615 - 7 3 4 4 <br />EXPANSIVE SOIL <br />7. ROOF: RIDGE BOARD, VALLEY, HIP AND FASCIA MEMBERS SHALL NOT BE LESS THAN THE CUT END DEPTH <br />1. IF SOIL IS FOUND TO BE EXPANSIVE THE FOOTING MUST MEET THE FOLLOWING MIN. REQUIREMENTS. <br />OF THE RAFTER. <br />A) DEPTH OF FOOTINGS BELOW THE NATURAL FINISH GRADES SHALL NOT BE LESS THAN 24" <br />8. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMONNAILS OR GALVANIZED <br />PROJECT ADDRESS: <br />FOR EXTERIOR AND 18" FOR INTERIOR FOOTINGS IF SOIL IS FOUND TO BE EXPANSIVE THE <br />FOOTING MUST MEET THE FOLLOWING MIN. REQUIREMENTS. <br />GLUE -LAM <br />1232 S SYCAMORE ST <br />B)EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SUPPORTED ON CONTINUOUS <br />1. GLUE -LAM BEAM MUST BE FABRICATED IN LICENSED SHOP IDENTIFY GRADE SYMBOL AND LAMINATION <br />UNIT "2" <br />FOOTINGS. <br />SPECIES PER T 5-A, 91 NDS SUPP. <br />SANTA ANA CA.92707 <br />DRAWN BY: <br />E.R <br />DATE <br />8-31 -24 <br />JOB # <br />RC2024119 <br />S 3- <br />CE <br />