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1-HR RATED LATH AND PLASTER <br />OR ONE LAYER OF 5 <br />8" TYPE "X' <br />GYPSUM BOARD EACH SIDE <br />2"x STUDS <br />AT 16" O.C. <br />RESILIENT CLIP AT EA. <br />STUD OR RESILIENT <br />CHANNELS-ONE SIDE <br />MINERAL FIBER INSULATION <br />(PER T-24) <br />*RESILIENT CLIP STC 50 MINIMUM ON MAIN HOUSE SIDE <br />3 1-HR FIRE RATING WALL N.T.S. <br />ADDRESS SIGNAGE NOTES <br />Numerals shall be located where they are clearly visible from the street on which they are <br />addressed. They shall be of a color contrasting to the background to which they are <br />affixed. Method of attachment shall not include the use of twosided tape or any material <br />not resistant to weather conditions. <br />1.Numerals shall be no less than four inches in height and illuminated during the hours <br />of darkness. <br />2.The numerals and light source shall be contained within a single, weather-resistant <br />fixture. The light source shall be provided with an uninterruptible A.C. power source or <br />controlled only by a photoelectric device. Battery operated units are prohibited. <br />3.Accessory dwelling units on the same single-family parcel, in addition to the <br />illuminated address fixture, shall have an illuminated address fixture containing a <br />directional arrow and/or wording indicating the accessory dwelling unit location, and <br />mounted on the primary dwelling unit that is visible from the addressed street. <br />4.Address sign shall be in place after issuance of a building permit and prior to <br />construction if replacing an existing address sign. <br />5.Additional information may be required depending upon building configuration and <br />orientation to the addressed street. <br />1 Primary Dwelling Unit: House Number, Ln Lumanumbers 5 Inches House Numbers, <br />Abs-polymer Backlit Led Floating Home Address Number, Up-scale Modern Look, Lighted <br />House Numbers, Black. <br />2 Directional Arrow : At least six inches length, Abs-polymer Backlit Led , Up-scale Modern Look, <br />Lighted Plaque, Black. <br />ADDRESS SIGNAGE DETAIL1 N.T.S. <br />TRASH ENCLOSURE ELEVATION <br />3 <br />1.DECORATIVE BLOCK/TILT UP ENCLOSURE WALLS. <br /> MIN. 6'-0" <br />2.TRASH BINS. 2 CUBIC YARD (8'L X 4'W X 5' H) <br />3.SOLID SHEET METAL GATES.(FACTORY FINISH) <br />4.RIBBEDOCEAN METAL ROOF PANEL( ESR - 3012) , COLOR TO <br />MATCH MAIN BUILDING <br />5.CONCRETE PAD <br />6.4"-6" WIDE BUMPER <br />7.6" DIAMETER PIPE BOLLARD <br />8.3/4" DIAMETER BY 11/2" DEEP RECESSES FOR GATE CANE <br />BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED AND OPEN <br />POSITION FIELD VERIFY EXACT LOCATIONS. <br />9.3"X3" WOVEN WIRE MESH 10 GUAGE WITH 2 "X2"X " ANGLE IRON <br />12"X2"X " ANGLE IRON 14" ANGLE IRON FRAME (ATTACHED TO <br />STRUCTURE) , PREVENT OFFSITE DUMPING <br />10.2"x2"x1/4" TS <br />11.1"X1 " SQUARE TUBE 18 GUAGE @ 10" <br />GENERAL NOTES <br />1.TRASH ENCLOSURES SHALL BE LOCATED IN AREA <br />ACCESSIBLE TO TRASH VEHICLES. THE NUMBERS AND <br />LOCATIONS SHALL BE SUBJECT TO COMMUNITY <br />DEVELOPMENT DEPARTMENT REVIEW AND APPROVAL. <br />2.THE TRASH ENCLOSURES COMMERCIAL AND <br />MULTI-FAMILY RESIDENTIAL PROJECTS SHALL HAVE <br />OVERHEAD TRELLIS STRUCTURES AND INCORPORATE <br />THE FOLLOWING DESIGN FEATURES: ARCHITECTURALLY <br />INTEGRATED INTO THE DESIGN OF THE PROJECT AND <br />LARGE ENOUGH TO ACCOMMODATE TWO TRASH BINS. <br />4 <br />1 <br />3 <br />TRASH ENCLOSURE PLAN VIEW <br />KEYNOTES <br />5% min. <br />11' <br />10' <br />12'-6" <br />11 <br />' <br />- <br />3 <br />" <br />1 <br />2 <br />TRASH ENCLOSURE DETAIL2 N.T.S. <br />MI <br />N <br />. <br /> <br />8 <br />' <br />8' <br />- <br />9 <br />" <br />Scale: 1/4"=1' <br />Proposed Duplex West Elevation <br />1 <br />2' <br />2'2' <br />IN <br />S <br />I <br />D <br />E <br /> <br />E <br />N <br />C <br />L <br />O <br />S <br />U <br />R <br />E <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />10 <br />' <br />7 <br />6 <br />5 <br />8 <br />CONCRETE PAD <br />CONNECTING <br />DRIVEWAY <br />INSIDE ENCLOSURE LENGTH <br />11' <br />8" MIN. <br />(N) 1st F.F. <br /> (N) T.O. <br />(N) F.G. EL. <br />23 <br />' <br /> (N) 1st T.O.P. <br />EL. +0'-0" <br />EL. +22'-4" <br />EL. +8'-0" <br />(N) 2nd F.F. <br />EL. +9'-0" <br /> (N) 2nd T.O.P. <br />EL. +17'-0" <br />OPEN OPEN <br />9 <br />1110 <br />1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF <br />THE CALIFORNIA BUILDING CODE AND ACI 318. <br />2.ALL CEMENT SHALL CONFORM TO ASTM C150. APPROPRIATE <br />CEMENT TYPE AND CONCRETE STRENGTH SHALL BE SELECTED <br />BASED ON EXPOSURE TO SOILS AND OR MATERIALS CAUSING <br />SULFATE ATTACK PER CBC TABLE 1904.3. <br />3.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM <br />C33 FOR STANDARD WEIGHT CONCRETE AND FINE AND COARSE <br />AGGREGATE SHALL CONFORM TO ASTM C33 FOR LIGHT WEIGHT <br />CONCRETE. <br />4.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. <br />SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING <br />CONCRETE. <br />5.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY <br />WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND <br />COUNFORMING TO ASTM C1315, CLEAR TYPE I, CLASS A, <br />WATERBORNE. <br />6.CONCRETE STRENGTHS: <br />SLABS-ON-GRADE f'c =3,000 PSI f' =3,000 PSI <br />CONTINUOUS FOOTING AND PADS f'c =3,000 PSI <br />ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH <br />AT 28 DAYS. PROVIDE CONCRETE MIX TO MEET ACI <br />REQUIREMENTS FOR SULFATE EXPOSURE PER SOIL TYPE. FIELD <br />VERIFY. NO SPECIAL INSPECTION REQUIRED. <br />7.CONCRETE FOR EXTERIOR SLABS ON GRADE SHALL HAVE A <br />MINIMUM OF 4" OF SLUMP PER ASTM C143. MAXIMUM WATER TO <br />CEMENT RATIO = 0.45. EXTERIOR SLABS TO BE DESIGNED FOR <br />"SEVERE EXPOSURE" PER SECTION 4.2.1 OF ACI 318-11. <br />8.CMU WALLS TO BE SOLID GROUTED. <br />CONSTRUCTION NOTES <br />1.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION <br />AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND ALL ITS SUPPLEMENTS, AND TO THE AISC "CODE OF STANDARD PRACTICE FOR STEEL <br />BUILDINGS AND BRIDGES." <br />2.ALL STRUCTURAL WIDE FLANG STEEL SHAPES SHALL HAVE A MIN. YIELD STRENGTH OF 50,000 PSI, UNLESS NOTED OTHERWISE. <br />3.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM-36 HAVING A MINIMUM YIELD STRENGTH OF 36,000 PSI. UNLESS NOTED <br />OTHERWISE. <br />4.ALL CONNECTIONS, EXCEPT AS NOTED ON PLANS AND DETAILS, SHALL BE BOLTED OR WELDED CONNECTIONS AS SHOWN IN THE LATEST EDITION OF THE <br />AISC MANUAL. ALL BEAM CONNECTIONS SHALL DEVELOP TO FULL UNIFORM LOAD CAPACITY THE MEMBER CAN CARRY WITH DUE CONSIDERATION TO <br />CONCENTRATED LOADS AT THE ENDS OF THE MEMBER. <br />5.ALL BOLTED CONNECTIONS SHALL USE 3/4" MINIMUM ASTM A325 HIGH STRENGTH BOLTS, U.N.O. NO CONNECTION SHALL BE MADE USING LESS THAN TWO <br />BOLTS. <br />6.ALL JOINTS OR CONTACT POINTS SHALL CONSIST OF CLEAR AND NEAT FILLET WELD AROUND ENTIRE CONTACT AREA. SPOT WELDS ARE NOT <br />ACCEPTABLE. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STRUCTURAL WELDING CODE", AWS D1.1 OF THE AMERICAN <br />WELDING SOCIETY. ALL SHOP AND FIELD WELDING SHALL BE DONE BY CERTIFIED WELDERS QUALIFIED IN ACCORDANCE WITH AMERICAN WELDING <br />SOCIETY STANDARDS. ALL WELDED CONNECTIONS SHALL BE PERFORMED USING E70XX ELECTRODES. <br />7.ALL ANCHOR BOLTS SHALL BE ASTM A-307. ANCHOR BOLT BOLT LENGTHS SHOWN ARE EMBEDDED LENGTHS. <br />8.STRUCTURAL STEEL TUBING SHALL BE ASTM A500. <br />9.SHOP PAINTING -ONE COAT RUSTOLEUM #678 OR EQUAL. REPARATION FOR PAINTING SHALL CONFORM TO REQUIREMENTS OF SSPC-SP2. <br />FOOTING AND GATE CONSTRUCTION <br />STRUCTURAL STEEL NOTES <br />R1 R1 <br />1'-8" <br />2 <br />1 <br />Along the street <br />25 <br />3" <br />6" <br />3" <br />2"2" <br />SHEET <br />01-A-2.2 <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />S <br />TH <br />E <br /> <br />O <br />W <br />N <br />E <br />R <br /> <br />H <br />A <br />S <br />CH <br />E <br />C <br />K <br />E <br />D <br /> <br />T <br />H <br />E <br /> <br />P <br />L <br />A <br />N <br /> <br />A <br />N <br />D <br />CO <br />N <br />F <br />I <br />R <br />M <br />E <br />D <br /> <br />T <br />H <br />A <br />T <br /> <br />T <br />H <br />E <br />PL <br />A <br />N <br /> <br />I <br />S <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />. <br />DA <br />T <br />E <br />TW <br />O <br /> <br />S <br />T <br />O <br />R <br />I <br />E <br />S <br /> <br />D <br />U <br />P <br />L <br />E <br />X <br /> <br />& <br /> <br />A <br />D <br />U <br />22 <br />4 <br />6 <br /> <br />- <br /> <br />2 <br />2 <br />4 <br />8 <br /> <br />S <br />. <br /> <br />C <br />Y <br />P <br />R <br />E <br />S <br />S <br /> <br />A <br />V <br />E <br /> <br />& <br /> <br />1 <br />5 <br />1 <br />- <br />1 <br />5 <br />3 <br /> <br />W <br />A <br />R <br />N <br />E <br />R <br /> <br />A <br />V <br />E <br />. <br />REVISIONS <br />JP <br />A <br />C <br />I <br />F <br />I <br />C <br /> <br />I <br />N <br />T <br />E <br />R <br />N <br />A <br />T <br />I <br />O <br />N <br />A <br />L <br /> <br />A <br />S <br /> <br /> <br />T <br />R <br />U <br />S <br />T <br />E <br />E <br /> <br />O <br />F <br />22 <br />4 <br />6 <br /> <br />C <br />Y <br />P <br />R <br />E <br />S <br />S <br /> <br />S <br />A <br /> <br />L <br />A <br />N <br />D <br /> <br />T <br />R <br />U <br />S <br />T <br />09 <br /> <br />- <br /> <br />1 <br />9 <br /> <br />- <br /> <br />2 <br />0 <br />2 <br />4 <br />NO.DATE DESCRIPTION <br />R1 12-03-2025 <br />AP <br />N <br />: <br /> <br />40 <br />3 <br />- <br />1 <br />4 <br />1 <br />- <br />2 <br />1 <br /> <br />( <br />O <br />L <br />D <br /> <br />A <br />P <br />N <br />: <br /> <br /> <br />4 <br />0 <br />3 <br />- <br />1 <br />4 <br />1 <br />- <br />0 <br />9 <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 />7