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9' <br />- <br />8 <br />" <br />19 <br />' <br />- <br />1 <br />1 <br />" <br />7' <br />- <br />0 <br />" <br />3' <br />- <br />6 <br />" <br />10 <br />" <br />9' <br />- <br />8 <br />" <br />10 <br />" <br />2'-2" <br />3' <br />- <br />4 <br />" <br />9' <br />- <br />8 <br />" <br />19 <br />' <br />- <br />1 <br />1 <br />" <br />7' <br />- <br />1 <br />0 <br />" <br />10 <br />" <br />7" <br />9' <br />- <br />8 <br />" <br />7"3' <br />- <br />6 <br />" <br />3' <br />- <br />6 <br />" <br />2'-6" <br />7' <br />- <br />0 <br />" <br />3'-4" <br />3' <br />- <br />6 <br />" <br />7' <br />- <br />0 <br />" <br />1'-6" <br />4" <br />3'-4" <br />3' <br />- <br />6 <br />" <br />7' <br />- <br />0 <br />" <br />3' <br />- <br />0 <br />" <br />4" <br />ROOF PLY <br />(SEE STRUCTURAL PLAN) <br />ASPHALT SHINGLE <br />(CLASS A) TIMBERLINE <br />ESR1475 TO MATCH (E) <br />HOME <br />STRUCTURAL SHEATHING <br />AS REQUIRED <br />SEE STRUCTURAL PLAN <br />5/8" TYPE "X" GYPSUM <br />WALLBOARD <br />2X FRAMING <br />SEE STRUCTURAL PLAN <br />5/8 " TYPE "X" GYPSUM <br />SHEATHING <br />SIDING - TO MATCH <br />EXISTING HOUSE. <br />GRADE 'D' 60 MINUTE <br />BUILDING PAPER, (USE <br />TWO LAYERS WHEN <br />APPLIED OVER SOLID <br />PANELS) <br />7/8 " STUCCO ON <br />UNDERSIDE <br />FASCIA BOARD <br />2 X BLOCKING <br />2X RJ PER STRUCTURAL <br />PLAN <br />2X BLOCKING PER <br />STRUCTURE PLAN <br />DETAIL 1: 1-HR FIRE RATED PROTECTED ROOF EAVE <br />SCALE: NTS <br />1 2 3 4 5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />15 <br />16 <br />17 <br />14 <br />34" TO 38" <br />SEE DETAIL <br />3 <br />SECOND LEVEL FLOOR <br />OP <br />E <br />N <br /> <br />S <br />P <br />A <br />C <br />E <br />1. WOOD RAIL WITH EASED EDGES <br />2.INTERIOR WALL FINISH <br />3. 3X SOLID BACKING FOR SUPPORT <br />4. METAL SUPPORT BRACKETS <br />5. 1/4" THICK STEEL PLATE W/ (2) 1/4" <br />DIA 'SDS' SCREWS (2" MIN. <br />PENETRATION INTO BLOCKING/ <br />STUD <br />HANDRAILS SHALL BE <br />CONTINUOUS THE FULL <br />LENGTH OF THE STAIRS PER <br />C.B.C 1003.3.3.6 AND SHALL BE <br />CAPABLE OF WITHSTANDING A <br />LOAD OF AT LEASE 200 LB. <br />APPLIED IN ANY DIRECTION AT <br />ANY POINT ON THE RAIL PER <br />C.B.C. TABLE 16-B. <br />GUARDRAILS SHALL RESIST A <br />50LB. PER LINEAR FOOT <br />HORIZONTAL & 200LB POINT <br />LOAD FORCE APPLIED AT <br />RIGHT ANGLE TO TOP RAIL <br />PER C.B.C. TABLE 16-B <br />HANDRAIL/ GUARDRAIL DETAIL <br />1 1/2" 1 1/4" <br />1 <br />5 <br />2 <br />3 <br />4 <br />2" <br /> <br />M <br />A <br />X <br />. <br />36 <br />" <br /> <br />A <br />B <br />O <br />V <br />E <br /> <br />T <br />H <br />E <br /> <br />N <br />O <br />S <br />E <br /> <br />O <br />F <br /> <br />E <br />A <br />C <br />H <br /> <br />R <br />I <br />S <br />E <br />R <br />RISER NOSE <br />ELEVATION PLAN <br />A-3 <br />A PROJECT FOR: <br />PROJECT ADDRESS: <br />SHEET TITLE <br />DATE: <br />SHEET: <br />PROJECT INFO <br />PROJECT # <br />DRAWN BY: <br />CHECKED BY: <br />SCALE: <br />AS SHOWN <br />AT <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />O <br />R <br />Y <br />DW <br />E <br />L <br />L <br />I <br />N <br />G <br /> <br />U <br />N <br />I <br />T <br />74 <br />0 <br /> <br />W <br /> <br />S <br />t <br />. <br /> <br />A <br />N <br />D <br />R <br />E <br />W <br />S <br /> <br />P <br />L <br />A <br />C <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />- <br />2 <br />6 <br />2 <br />1 <br />REVISED BY: <br />REVISIONS: <br />DATE:BY: <br />PROJECT: <br />REVISED BY: <br />DESIGNER: YMMAR BROWN <br />ENGINEER: VISAL TE <br />1 NEW WINDOW SEE FLOOR PLAN. <br />7 8" STUCCO (MATCH STUCCO FINISH TO MAIN HOUSE) <br />NEW DOOR SEE FLOOR PLAN. <br />NEW WALL MOUNTED LIGHT SEE FLOOR PLAN. <br />100 AMP SUB PANEL <br />GAF TIMBERLINE ESR #1475 <br />2x FASCIA <br />CONDENSER, PROVIDE A A 3' X 3'X4" CONCRETE PAD W. <br />#4 REBAR 3 MIN. EACH WAY <br />MINI-SPLIT UNIT <br />TANKLESS WALL MOUNTED WATER HEATER <br />3 <br />4 <br />2 <br />6 <br />NOTE LEGEND <br />7 <br />8 <br />SCALE: 1/4" = 1'-0" <br />(N) NORTH VIEW <br />AND SECTION <br />SCALE: 1/4" = 1'-0" <br />(N) WEST VIEW <br />5 <br />10/16/2024 <br />SCALE: 1/4" = 1'-0" <br />(N) SOUTH VIEW <br />SCALE: 1/4" = 1'-0" <br />(N) EAST VIEW <br />2 <br />2 <br />2 <br />2 <br />1 <br />1 <br />1 1 <br />1 1 <br />1 <br />3 <br />3 <br />3 <br />4 4 <br />8 <br />9 <br />5 <br />10 <br />9 <br />10 <br />6 <br />6 <br />11 WOOD PANEL SIDING <br />11 <br />11 <br />12 LOGGIA <br />13 <br />12 <br />13 <br />YB <br />13 TMP STANDING METAL SEAM ROOFING PANEL ESR5046 <br />13 <br />14 <br />14 SEE DETAIL 1 ON SHEET A-3 <br />15 RESERVED FOR FUTURE 7' TALL HEAT PUMP. <br />15 <br />16 SEE DETAIL 2 ON SHEET A-3 <br />16 <br />16 16 16 1616 16 <br />SCALE: 1/4" = 1'-0" <br />STAIRCASE LAYOUT <br />LANDING <br />3'X3' <br />LANDING <br />3'X3' <br />17 <br />STAIRCASE LAYOUT PROFILE STAIRCASE LAYOUT <br />10 <br />14 <br />DETAIL 3: HAND RAIL ATTACHMENT DETAIL <br />17 SEE DETAIL 3 ON SHEET A-3 <br />17 <br />DETAIL 2: GUARDRAIL DETAIL <br />SCALE: NTS <br />OPENINGS SHALL NOT ALLOW <br />THE PASSAGE OF A 4" <br />DIAMETER SPHERE. <br />SEE STRUCTURAL PLAN FOR <br />ALL CONNECTION DETAILS