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/>n <br />s <br />, <br /> <br />a <br />r <br />r <br />a <br />n <br />g <br />e <br />m <br />e <br />n <br />t <br />s <br /> <br />o <br />r <br /> <br />i <br />n <br />f <br />o <br />r <br />m <br />a <br />t <br />i <br />o <br />n <br /> <br />c <br />o <br />n <br />t <br />a <br />i <br />n <br />e <br />d <br /> <br />h <br />e <br />r <br />e <br />i <br />n <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br /> <br />th <br />e <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />c <br />o <br />n <br />s <br />e <br />n <br />t <br /> <br />o <br />f <br /> <br />L <br />U <br />A <br /> <br />I <br />s <br /> <br />s <br />t <br />r <br />i <br />c <br />t <br />l <br />y <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br />Ma <br />r <br />t <br />h <br />a <br /> <br />H <br />e <br />a <br />d <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br />20 <br />9 <br />0 <br /> <br />S <br />h <br />o <br />r <br />e <br />l <br />i <br />n <br />e <br /> <br />D <br />r <br />i <br />v <br />e <br />, <br /> <br />O <br />r <br />o <br />n <br />o <br />, <br /> <br />M <br />N <br /> <br />5 <br />5 <br />3 <br />9 <br />1 <br />F <br />O <br />R <br />M <br />A <br />T <br />T <br />E <br />D <br /> <br />F <br />O <br />R <br /> <br />1 <br />8 <br />X <br />2 <br />4 <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />S <br />I <br />Z <br />E <br />A <br />4.1 <br />SCALE 1/4" = 1'-0" <br />BUILDING CROSS SECTION AT EXISTING HOUSE <br />A4.1 <br />1 <br />SCALE 1/4" = 1'-0" <br />BUILDING CROSS SECTION AT REBUILT KITCHEN LINK <br />A4.1 <br />2 <br />SCALE 3/4" = 1'-0" <br />WALL DETAIL AT NEW UPPER FLOOR AND ROOF <br />A4.1 <br />3 <br />T.O. EX'G MAIN FINISHED FLOOR <br />T.O. EX'G UPPER FINISHED FLOOR <br />7' <br />- <br />5 <br /> <br />1 <br />/ <br />2 <br />" <br />9' <br />- <br />9 <br /> <br />3 <br />/ <br />4 <br />" <br />CLOSED CELL SPRAY FOAM INSULATION IN ALL EXISTING AND NEW <br />SLOPED ROOF AREAS (BLOW-IN ALL CAVITY SPACES) <br />EXISTING HOUSE - FLOOR AND <br />WALL STRUCTURE TO REMAIN <br />EXISTING FOUNDATION TO REMAIN <br />NEW WINDOWS ON WEST FACADE <br />INSULATE RIM, FOUNDATION <br />WALL WHERE POSSIBLESPRAY FOAM EX'G 2X4 WALLS <br />WHERE ACCESSIBLE <br />NEW BLOW-IN CEILING INSULATION <br />INSULATE GARAGE CEILING AND DRYWALL <br />W/ 5/8" TYPE X GYP BOARD (INCL. STUD WALLS) <br />NEW BUILT-IN <br />NOTE: SHADED AREAS INDICATE EXISTING SPACE/STRUCTURE <br />934'-5" <br />T.O. EXISTING BASEMENT AND GARAGE LEVEL <br />933'-6" <br />ORONO RFPE MIN. TOP OF FLOOR SURFACE <br />932'-6" <br />MSL - MCWD LOW OPENING MIN. <br />942'-1" <br />952'-0 3/4" <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />F <br />I <br />N <br />I <br />S <br />H <br />E <br />D <br /> <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br />HE <br />I <br />G <br />H <br />T <br /> <br />I <br />N <br /> <br />F <br />O <br />R <br />M <br />E <br />R <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />EXISTING SLIDING DOOR REPLACED <br />WITH INSULATED, CUSTOM WOOD CLAD <br />OVERHEAD DOOR - VERIFY IF ADEQUATE <br />CLEARANCE EXISTS <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br />NE <br />W <br /> <br />F <br />I <br />N <br />I <br />S <br />H <br />E <br />D <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />F <br />I <br />N <br />I <br />S <br />H <br />E <br />D <br /> <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br />HE <br />I <br />G <br />H <br />T <br /> <br />I <br />N <br /> <br />F <br />O <br />R <br />M <br />E <br />R <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />EX'G FINISHED CEILING TO <br />REMAIN (IF POSSIBLE) <br />EX'G HIPPED ROOF TO BE REMOVED FOR NEW UPPER FLOOR <br />GABLE AND FLOOR STRUCTURE CONSTRUCTION AND REPLACED <br />W/ 2X6 @ 16" O.C. SHED ROOF TO MATCH EX'G SLOPE <br />NEW EXTENSION OF EXISTING GABLE <br />- NEW 2X10 RAFTERS @ 16" O.C. W/ <br />CLOSED CELL SPRAY FOAM AND AIR BAFFLE <br />CONTINUOUS RIPPED LVL <br />HEADER OR STUB WALL <br />ON TOP OF EX'G WALL <br />A4.1 <br />3 <br />NEW STUB BEARING WALL <br />W/ 16d NAILS @ 8" O.C. TO <br />RIM & TO SOLID BLOCKING <br />12.00 <br />12 <br />RE-CREATE VAULTED CEILING AT <br />NORTH/SOUTH SIDES OF ROOM <br />A5.X <br />X <br />14" LVLS CARRY DORMER <br />NEW BATHROOM DORMER ROOF AND OVERHANG <br />TO MATCH DETAILS OF EX'G ADJACENT PORCH <br />DORMER <br />NEW GABLE PITCH AND OVERHANG TO MATCH KITCHEN PORCH <br />- VERIFY HEEL HEIGHT/ROOF POSITION RELATIVE TO ADJACENT ROOF <br />FOR TRUSS DESIGN (OR HAND FRAME W/ 2X10 @ 24" O.C.) <br />- RAISE 3" +/- TO CLEAR ADJACENT KITCHEN OVERHANG <br />- DO NOT EXCEDE KITCHEN GABLE PEAK (ALTER PITCH IF NECESSARY) <br />NEW INSULATED STUD WALLS W/ INSUL. DOORS <br />ON NEW CONCRETE FOUNDATION <br />NEW CONCRETE SLAB <br />A5.X <br />XNEW IPE DECKING ON <br />NEW P.T. FRAMING <br />NEW INSULATED STUD WALLS - MATCH EX'G <br />ADJACENT KITCHEN WALL THICKNESS <br />WALL INSET TO CLEAR EX'G BATH WINDOW <br />- SEE PLAN NOTENEW 2X6 FLOOR FRAMING <br />TO MATCH ADJACENT KITCHEN <br />- INSULATE <br />KITCHEN <br />NEW <br />PASSAGE <br />8' <br />- <br />0 <br />" <br />8' <br />- <br />5 <br /> <br />1 <br />/ <br />2 <br />" <br />6' <br />- <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />GARAGE <br />SITTING <br />ROOM <br />BEDROOM 2 <br />DEN <br />7' <br />- <br />8 <br />" <br />7' <br />- <br />8 <br />" <br />NEW (2) 16" LVL RIDGE BEAM <br />- REFER TO STRUCTURAL DRAWINGS <br />(2) 11 7/8" LVL <br />BEAM <br />CONTINUOUS LSL RIM & 14" <br />FLOOR TRUSSES. REFER TO <br />STRUCTURAL NOTES FOR ADD'L <br />INFO AND SHEATHING <br />ADD SOLID BLOCKING AT <br />FIRST (2) JOIST SPACES <br />TYPICAL WHERE FRAMING IS <br />PARALLEL TO OUTSIDE WALL <br />@ 32" O.C., TYP. <br />NEW RAFTERS TO RIDGE BEAM <br />W/ SIMPSON LRU28Z FACE MOUNT <br />RAFTER HANGERS <br />NEW HEADER <br />NEW SIMPSON H2.5A CLIPS @ RAFTERS <br />NEW HEADER - SEE STRUCTURAL <br />NEW 14" OPEN WEB FLOOR JOISTS @ 19.2" O.C. <br />- ADD SOLID BLOCKING AT FIRST (2) JOIST SPACES <br />TYPICAL WHERE FRAMING IS PARALLEL TO OUTSIDE WALL <br />@ 32" O.C., TYP. <br />CONTINUOUS LSL RIM NEW UPPER FLOOR REQUIRES EX'G WALL TO BE RAISED <br />WITH CONTINUOUS RIPPED LVL HEADER OR STUB <br />WALL ON TOP OF EX'G WALL (EXISTING WALL PLATES <br />SHOWN DASHED -- VERIFY) <br />NEW ROOF PROFILE AND OVERHANG <br />TO MATCH EXISTING BEYOND <br />NEW ROOF SYSTEM: ASPHALT SHINGLES <br />TO MATCH EX'G, ICE+WATER SHEILD TO MIN. <br />3' FROM INSIDE SURFACE OF WALL (30# FELT <br />ABOVE), 5/8" ROOF SHEATHING, 2X10 RAFTERS <br />@ 16" O.C., CLOSED CELL SPRAY FOAM INSULATION <br />FOR MIN. R-38 AT SLOPED CEILING, 6 MIL POLY <br />VAPOR BARRIER (IF REQUIRED) AND 1/2" GYPSUM BRD. <br />NEW OVERHANG TO MATCH EX'G <br />(UNVENTED) <br />BEAD BOARD SOFFIT TO MATCH EX'G <br />(EX'G WOULD NOT HAVE HAD ROOF <br />SHEATHING ABOVE) <br />NEW SHINGLE FLARE DETAIL AND TRIM <br />TO MATCH EX'G BEYOND <br />NEW KNEE WALL WITH PAINTED CEDAR <br />SHINGLES ON CEDAR BREATHER (OR ALT.) <br />ON WEATHER RESISTIVE BARRIER ON WALL <br />SHEATHING (THICKNESS OR FURRED TO MATCH <br />EX'G WALL BEYOND), 2X6 STUDS @ 16" O.C., <br />R-21 INSULATION MIN., 6 MIL POLY VAPOR <br />BARRIER AND 1/2" GYPSUM BOARD <br />NEW CONCRETE FOUNDATION <br />(DE-WATER EXCAVATION AS <br />NECESSARY FOR MIN. 42" DEPTH) <br />ALTERNATIVE TO BE GRADE BEAM <br />W/ HELICAL PIERS. <br />NEW CONC. SLAB AS NECESSARY <br />FOR EXCAVATION OF NEW FOUNDATION <br />NEW STUB BEARING WALL W/ 16d NAILS @ 8" O.C. TO <br />RIM & TO SOLID BLOCKING <br />NEW GIRDER TRUSS <br />2 4 <br />2 6 <br />2 4 <br />2 6 <br />2 6