Laserfiche WebLink
Window Schedule <br />101.B 102.E <br />00 <br />101.A 102.A <br />I <br />co <br />FINISHED FLOOR <br />Window lRoorn ISize I Type No. IStyle II <br />101.A <br />M.Bed <br />24"X56" <br />Casement <br />2 <br />vinyl clad <br />102.A <br />M.Bed <br />30"x56" <br />Casement <br />2 <br />vinyl clad <br />101.B <br />M.Bed <br />24"x24" <br />Picture/Awning option <br />4 <br />vinyl clad <br />102.B <br />M.Bed <br />72"x24" <br />Picture <br />1 <br />viny clad <br />Door Schedule <br />Dr No. lRoom ISize IType lRating IDoor Mat. <br />101.1 <br />Garage <br />3'x6'8" <br />20 min rated solid <br />n/a <br />wood/mtl <br />102.1 <br />Garage <br />9'X7'0" <br />Raised panel <br />n/a <br />mtl. <br />103.1 <br />Garage <br />3'X6'8" <br />French <br />n/a <br />wood/mtl <br />201.1 <br />M.Bed <br />6'x6'8" <br />Slider <br />n/a <br />wood/mtl <br />201.2 <br />lCloset <br />2'6"X6'8" <br />1pocket Door <br />n/a <br />1wood <br />201.3 <br />IlLaundry <br />5'X6'8" <br />Bi-Pass <br />n/a <br />1wood <br />201.4 <br />IMI. Bath <br />2'6"X6'8" <br />lint. Swing <br />n/a <br />1wood <br />INTERIOR POCKET <br />00 <br />I <br />201.2 <br />SLIDER <br />00 <br />Fim <br />iD <br />ED <br />20 MIN. <br />101.1 <br />GARAGE ROLLUP <br />102.1 <br />INT. CLOSET <br />ED <br />AREA OF WORK <br />Typ. Deck <br />f <br />I <br />Assembly <br />DEX-TREX OR SIMILAR <br />DECKING MATERIAL OVER <br />P.T. 2X10 FRAME ATTACHED j <br />TO P.T. 2X10 LEDGER <br />I <br />POST/BEAM PER STRUCT <br />LAYOUT <br />I <br />...... <br />I <br />FINISH GRADE <br />Shed Roof <br />Construction <br />30 YEAR COMPOSITION ROOFING OVER 15# <br />ROOFING PAPER OVER 7/16 EXTERIOR <br />ROOF SHEATHING OVER ENGINEERED <br />ROOF TRUSS OR 2X12 ROOF RAFTERS W/ <br />R-49 BATT INSULATION <br />PROVIDE <br />SOFFIT VENT <br />MIN. 1" <br />AIRSPACE <br />-- __________--____ __ <br />EXISTING <br />MUM WALL HIT. <br />ITO <br />RESIDENCE <br />NOT EXCEED 12' <br />PER PRECRIPTIVE <br />DESIGN CRITERIA <br />N <br />T-i POLYU <br />O WATER OOF <br />MEMBR qE <br />cv OVER PLYWD. <br />r (I DECKING - <br />R SID �C_E] <br />O <br />I <br />N <br />1SY2 A 10g�A <br />LAP WATERPROOF <br />MEMBRANE MIN. 12" <br />UP VERT.WALL <br />A <br />1 PARTIAL PORTAL FRAME <br />A2.3 THIS CORNER ONLY <br />El <br />EXISTING <br />RESIDENCE <br />FINISH GRADE <br />AREA OF WORK <br />I <br />WSP <br />Typ. Exterior Wall Construction <br />PAINTED HARDIE BOARD LAP SIDING OVER TYVEK <br />BUILDING WRAP OVER 7/16" EXTERIOR SHEATHING OVER <br />2X6 FRAME WALLS AT 16" O.C. W/ R-21 BATT INSULATION <br />Typ. Exterior Wall <br />Construction <br />PAINTED HARDIE BOARD LAP SIDING <br />OVER TYVEK BUILDING WRAP OVER <br />7/16" EXTERIOR SHEATHING OVER 2X6 <br />FRAME WALLS AT 16" O.C. W/ R-21 <br />BATT INSULATION <br />Typ. Floor <br />Construction <br />FIN. FLOOR MATERIAL OVER 3/4" T&G <br />PLYWD. OVER 11-7/8"TJI 360 /W PRE <br />I MANUFATURED KNOCKOUTS FOR <br />MECH/ELECT. W/ R38 BATT INSULATION <br />■ <br />PROVIDE <br />SOFFIT VENT <br />I <br />MIN. 1" <br />AIRSPACE <br />WSP <br />"I <br />O <br />I <br />I <br />I <br />I I <br />I <br />I- <br />MAIN FLOOR LEVEL <br />wal I <br />I = <br />I <br />I <br />.\ I <br />I <br />00 <br />Typ. Conc. Stem <br />Construction; �. <br />6" THICK P.I.P. <br />CONCRETE <br />STEMWALL WSP I <br />101.B <1102�.B <br />101.A), C 101 <br />FINISH GRADE <br />GAR. FLOOR LEVEL <br />I <br />FENTIREWER AND UPPER BE SHEATHED STRUCTURALSP) <br />NORTH ELEVATION <br />1/4" = 1'-0" <br />Shed Roof <br />Construction <br />30 YEAR COMPOSITION ROOFING OVER 15# <br />ROOFING PAPER OVER 7/16 EXTERIOR <br />ROOF SHEATHING OVER ENGINEERED <br />ROOF TRUSS OR 2X12 ROOF RAFTERS W/ <br />R-49 BATT INSULATION <br />Typ. Exterior Wall <br />Construction <br />PAINTED HARDIE BOARD LAP SIDING <br />OVER TYVEK BUILDING WRAP OVER <br />7/16" EXTERIOR SHEATHING OVER 2X6 <br />FRAME WALLS AT 16" O.C. W/ R-21 <br />IBATT INSULATION <br />I *.% Ai__� <br />I Typ. Deck <br />Assembly <br />1 0 DEX-TREX OR SIMILAR <br />DECKING MATERIAL OVER <br />I;� P.T. 2X10 FRAME ATTACHED <br />o TO P.T. 2X10 LEDGER <br />'� POST/BEAM PER STRUCT <br />ILAYOUT <br />_ MAIN FLOOR LEVEL <br />1 <br />I ' -rw <br />I I <br />I I I <br />I I <br />I I <br />I I , <br />I I <br />I I <br />I I = <br />WSP <br />I I � <br />co <br />I I � <br />I I <br />I I <br />I I ` <br />I I � <br />GAR. FLOOR LEVELjk <br />FENTIREWER AND UPPER Typ• Conc. Retaining <br />BE SHEATHEDWall Construction <br />STRUCTURALSP) 8" THICK P.I.P. CONCRETE STEMWALL <br />SEE STRUCT. <br />EAST ELEVATION <br />1/4" = 1'-0" <br />EXTERIOR ELEVATION <br />GENERAL NOTES <br />1. SLOPE GRADE A MINIMUM OF 2% AWAY FROM THE BUILDING FOR A <br />MINIMUM DISTANCE OF 5'-0" <br />2. PAINT ALL EXPOSED VENTS ON ROOF TO MATCH ROOF COLOR. <br />3. PAINT ALL EXPOSED VENTS ON SIDING TO MATCH SIDING COLOR. <br />4. MAINTAIN 8" CLEARANCE BETWEEN NATURAL GRADE AND EXPOSED <br />WOOD <br />5. ALL DECK RAILINGS SHALL BE 42" TALL MINIMUM. ALL OPENINGS SHALL <br />BE CONSTRUCTED TO PREVENT A 4" SPHERE FROM PROJECTING <br />THROUGH THE OPENING. <br />6. WHERE INDICATED, CORNER BOARDS SHALL BE 2x. IN CASES WHERE <br />WINDOWS OR DOORS ARE LESS THAN 14" FROM A CORNER, INCREASE <br />CORNER BOARD SIZE SO THE JAMB TRIM IS THE CORNER BOARD <br />VERIFY ALL CORNERS. <br />7. REFER TO MPE SHEETS FOR EXTERIOR LIGHTING. ALL EXTERIOR <br />LIGHTING SHALL HAVE A CONCEALED LIGHT SOURCE. <br />8. ALL EXTERIOR SIDING MATERIALS SHOWN SHALL COMPLY WITH CBC <br />CHAPTER 7A & CRC CHAPTER R327 FOR IGNITIION RESISTANCE. <br />9. ALL EXTERIOR GLAZING SHALL BE INSULATED AND TEMPERED. <br />10. ALL EXTERIOR DOORS SHALL BE SOLID CORE WOOD WITH STYLES AND <br />RAILS NOT LESS THAN 1-3/4" THICK AND INTERIOR FIELD PANELS NO <br />LESS THAN 1-112" THICK. <br />11. ALL WALL VENTS SHALL BE PROTECTED BY CORROSION RESISTANT, <br />NON-COMBUSTIBLE WIRE MESH WITH 1/8" MAXIMUM OPENINGS. <br />12. CEDAR AND REDWOOD SIDING/TRIM SHALL ALL BE ATTACHED WITH <br />COLOR COATED STAINLESS STEEL RING SHANK NAILS <br />13. INSTALL 4" WIDE, 30# ASPHALT SATURATED FELT STRIP BEHIND ALL <br />BUTT TRIM JOINTS FOR FULL LENGTH OF JOINT. CENTER STRIP ON <br />JOINT. <br />14. ALL EXPOSED MECHANICAL AND PLUMBING VENTING LOCATIONS TO <br />BE APPROVED BY OWNER PRIOR TO INSTALLATION AND PAINTED A <br />COLOR THAT COMPLEMENTS THE SURROUNDING MATERIAL <br />(ROOF/SIDING). <br />15. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR <br />OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE <br />PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH <br />OPENINGS WITH CEMENT MORTAR, COMCRETE MASONRY OR SIMILAR <br />METHOD ACCEPTABLE TO THE ENFORCING AGENCY. <br />0 <br />N <br />� <br />U <br />. <br />M <br />O <br />0) <br />C <br />-0 <br />. <br />@) <br />(a <br />(a <br />0-O <br />�4- <br />(n <br />� <br />01 <br />U) <br />+� <br />N <br />-C- <br />i <br />r <br />4-� <br />NO <br />_0 <br />M <br />O <br />V) <br />N <br />V) <br />U <br />M <br />fu <br />N <br />O <br />N <br />- <br />Ln <br />C <br />Q) <br />r <br />a) � CN <br />� co <br />N Ca <br />M N O <br />X O M <br />Q CN Q <br />Document Date: <br />June 1, 2016 <br />Document Phase: <br />Construction Documents <br />date remark <br />07/01/16 plan revision X <br />ELEVATIONS <br />A301 <br />The use of these plans and specifications is restricted to the original site for which they were prepared. Re -use, reproduction or publication by any method <br />in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. <br />