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ASPHALT SHINGLES <br /> 4011 FELT PAPER <br /> yICE&WATER SHIELD TO CODE(TWO ROWS) <br /> 055 ROOF SHEATHING WITH CLIPS LL, <br /> ROOF TRUSSES 24"D.G.PER MANUFACTURERS SPEC o <br /> A MECHANICAL FASTENING PER MANUFACTURERS SPEC <br /> MISCELLANEOUS NOTES: m <br /> EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.7 50.FT.WITH A MINIMUM <br /> WIDTH OF 20 IN.AND A SILL LESS THAN 44"ABOVE FIN.FLR. <br /> z <br /> \ FTRUSSES <br /> OITH o <br /> ALL GING WITHIN 18 IN.OF THE FLOOR AND/OR WITHIN 24 IN.OF ANY DOOR(REGARDLESS <br /> MIN 1"VENTILATION CHUTESERGY HEELS PEROF WALL PLANE)ARE TO HAVE SAFETY GLAZING. ALL GLAZING WITHIN 60 IN.OF TUB ORR44 FIBER6LA55 INSULATIONNUFACTURERS SPEC 24SHOWER FLOOR,60 IN.OF A STAIR LANDING OR GREATER THAN 9 SQUARE FEET ARE TO5/8"DRYWALL . HAVE SAFETY GLAZING p <br /> ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLASS. o <br /> �i41 <br /> _ WOOD RAFTER ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS ARE TO BE z <br /> A1111 i1:2141141L I ^^1 1 Li POO 1 1 1 "„ ',;'..:S11, <br /> SIIII i'N TAILS AND SOLID CORE WITH WEATHERSTRIPPING.PROVIDE 1/2 IN.DEADBOLT LOCKS ON ALL EXTERIOR <br /> I'—■■,.,■,■,..■,.,■'■,_,■,■-�_._■,■,■,.,, MATCH5 XI DOORS,AND LOCKING DEVICES ON ALL DOORS AND WINDOWS WITHIN 10 FT.(VERTICAL)OF <br /> ��t�$$I$1$1111$ ���������� \� MATCH EXISTING GRADE. <br /> I <br /> I 717um ALL HEADERS 2®2 X 10 PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING <br /> BEDROOMS AND ONE CARBON/SMOKE PER LEVEL.CONNECT SMOKE DETECTORS TO HOUSE <br /> UNLESS CALLED OUT POWER AND INTER-CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT 50 <br /> �i <br /> _ DIFFERENTLY THAT,WHEN ANY ONE 15 TRIPPED,THEY ALL WILL SOUND.PROVIDE BATTERY BACKUP FOR ALL <br /> dile UNITS. <br /> 11_ <br /> - BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE <br /> OF PRODUCING A MINIMUM OF 5 AIR EXCHANGES PER HOUR. <br /> ELECTRICAL RECEPTACLES IN BATHROOMS,KITCHENS AND GARAGES SHALL BE G.F.I.OR G.F.I.C. <br /> .ELD V`IEN°IE_R0LA55 WINDOWS PER NATIONAL ELECTRICAL CODE REQUIREMENTS. <br /> D D INSULATE ALL ACCESS DOORS/HATCHES TO CRAWL SPACES AND ATTICS TO THE EQUIVALENT <br /> N �_ RATING OF THE WALL,FLOOR OR CEILING THROUGH WHICH THEY PENETRATE. <br /> --.4 ATTIC R-44 <br /> O p I ✓ c R R-19 <br /> x—• � \,.. FLOORS FLOOFLOORS R-30 'V(13 <br /> N ,. lnnnn r 'In n rSrlrl( r.,.. <br /> ) 14"FLOOR TRUSSES 16"0.C.PER MANUFACTURERS SPEC GENERAL NOTES AND SPECIFICATIONS <br /> — _L--., 0 0 0 U U U 11 U U U U U U U U U U I)U I J U ,. .. , _ THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2006 IBC AND 0 <br /> • <br /> ALL ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. O <br /> -Ti "LVL HEADER <br /> (TRIPE TRIMMERS) WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE Z <br /> OVER SCALED DIMENSIONS.THE GENERAL CONTRACTOR SHALL VERIFY AND C <br /> 1I1I i 15 RESPONSIBLE FOR ALL DIMENSIONS(INCLUDING ROUGH OPENINGS) L C <br /> " N <br /> �.1 THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE DESIGN AND PROPER ACr) C <br /> FUNCTION OF PLUMBING,HVAC AND ELECTRICAL SYSTEMS. a° <br /> G N O <br /> �� THE DESIGNER I5 NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND�� METHODS,ACTS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, <br /> w <br /> / \ m / AND FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH CV O <br /> - THE CONSTRUCTION DOCUMENTS.AND DEFECT DISCOVERED IN THE <br /> c <br /> N CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF <br /> Fig THIS DESIGNER BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. <br /> o REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT <br /> SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT <br /> INSULATED STEEL GARAGE DOOR UPON THE CONTRACTOR. <br /> DESIGN CRITERIA: 2006 IRC AND IBC <br /> c ROOF: 50 PSF SNOW LOAD <br /> zrzx '8 PSF TOP CHORD DL. = <br /> '7 P5F BOTTOM CHORD DL. J -> <br /> SILL SEAL 2x6 TREATED PLATE '5 P5F NET WIND UPLIFT. <br /> 111 FLOOR: 40 P5F LL. w Ot'f <br /> CAST-IN-PLACE ANCHOR BOLT II� '10 PSF TOP CHORD DL. z O <br /> 1 �_ _ 'S PSF BOTTOM CHORD DL. <br /> 1 SOIL: '2,000 PSF ALLOWABLE(ASSUMED).TO BE AT TIME OF EXCAVATION cuC <br /> ii <br /> I <br /> 8"CMU FOUNDATION WALL I" CONCRETE CORE FILL = C <br /> r--- <br /> COMPACTED SOIL - THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL <br /> PSI COMPACTION AS REQ. THE ROOF,FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED <br /> li, TOGETHER AND SHEATHED. <br /> VERTICAL STEEL REINFORCING REBAR 11' REINFORCING STEEL AS REQUIRED C() <br /> AS REQUIRED IN GROUT FILLED CORE Illi PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO <br /> JOISTS AND OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH DATE: <br /> I11 SUPPORT. <br /> 8X16 CONCRETE FOOTING.. _L.--J I 2014-06-15 <br /> SCALE: <br /> 1/4"=1' <br /> SHEET: <br /> zoo-I - c ( c A-16 . <br /> m.....,„,,,,... 4 N u u; 7-32 -1 Cl 1 u`-e. 7i-1-0c- - - .r w . <br />