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ICE&WATER SHIELD TO CODE(TWO ROWS) <br /> 05B ROOF SHEATHING WITH CLIPS _- <br /> ROOF TRUSSES 24"O.G.PER MANUFACTURERS SPEC <br /> 1 MECHANICAL FASTENING PER MANUFACTURERS SPEC <br /> w <br /> MISCELLANEOUS NOTES: li <br /> 0 <br /> EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.1 SQ.FT.WITH A MINIMUM <br /> WIDTH OF 20 IN.AND A SILL LESS THAN 44"ABOVE FIN.FLR. <br /> co <br /> ROOF TRUSSES WITH ALL GLAZING WITHIN 16 IN.OF THE FLOOR AND/OR WITHIN 24 IN.OF ANY DOOR(REGARDLESS <br /> MIN 1"VENTILATION CHUTES ENERGY HEELS PER OF WALL PLANE)ARE TO HAVE SAFETY GLAZING. ALL GLAZING WITHIN 60 IN.OF TUB OR <br /> R44 FIBERGLASS INSULATION MANUFACTURERS SPEC.24" SHOWER FLOOR,60 IN.OF A STAIR LANDING OR GREATER THAN 9 SQUARE FEET ARE TO z <br /> 50'DRYWALL O.G. 12 HAVE SAFETY GLAZING 0 <br /> a <br /> 6 ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLASS. N <br /> Ill <br /> ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS ARE TO BE m <br /> SOLID CORE WITH WEATHERSTRIPPING.PROVIDE 1/2 IN.DEADBOLT LOCKS ON ALL EXTERIOR o <br /> DOORS,AND LOCKING DEVICES ON ALL DOORS AND WINDOWS WITHIN 10 FT.(VERTICAL)OF z <br /> '41 <br /> N <br /> GRADE. <br /> WOOD RAFTER po <br /> TAILS AND PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING <br /> j.II��1�1\��_�11� • / SOFFITSTOBEDROOMS AND ONE CARBON/SMOKE PER LEVEL.CONNECT SMOKE DETECTORS TO HOUSE1_e11J1•1$1I1$111$1 1 J1�1I1,1,111J1Ri II1ililo1/111iat /1i1I1R1�1111111, _ MATCH EXISTING POWER AND INTER-CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT 50 <br /> i THAT,WHEN ANY ONE 15 TRIPPED,THEY ALL WILL SOUND.PROVIDE BATTERY BACKUP FOR ALL <br /> '11,_ '!' UNITS. <br /> ALL HEADERS 2@2X10 <br /> UNLESS GALLED OUT BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE <br /> k DIFFERENTLY 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.G. <br /> - JELD WEN FIBERGLASS WINDOWS PER NATIONAL ELECTRICAL CODE REQUIREMENTS. <br /> N I INSULATE ALL ACCESS DOORS/HATCHES TO CRAWL SPACES AND ATTICS TO THE EQUIVALENT <br /> RATING OF THE WALL,FLOOR OR CEILING THROUGH WHICH THEY PENETRATE. <br /> r ATTIC R-44 <br /> o !,ti„ _n_ e _n_ (� WALLS R-19 <br /> y FLOORS R-30 <br /> N — f\ ) e '_ C_ yU <br /> } <br /> CO <br /> i \ \• , `�� GENERAL NOTES ACP' ND SPECIFICATIONS <br /> I a J —^ ` 0 <br /> a_ ,� THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2006 IBC AND <br /> Z\.-or," \\1 ,,. C\. �m ALL ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. <br /> �� ` 12"FLOOR TRUSSES PER MANUFACTURERS RS SPEC / `�1/ 011, �r�1•i <br /> \ �/ r' <br /> �t \ \ / �\ �I 2 @ 16"LVL HEADER 0 <br /> I Il)U�T )�)�)l�T�')�)U l 1 (TRIPLE TRIMMERS) WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE <br /> OVER SCALED DIMENSIONS.THE GENERAL CONTRACTOR SHALL VERIFY AND <br /> A Il�ll IS RESPONSIBLE FOR ALL DIMENSIONS(INCLUDING ROUGH OPENINGS) <br /> :Ilia I, <br /> —'1 THE GENERAL CONTRACTOR I5 RESPONSIBLE FOR THE DESIGN AND PROPER D Z <br /> c FUNCTION OF PLUMBING.HVAC AND ELECTRICAL SYSTEMS. C <br /> N <br /> THE DESIGNER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND rc <br /> c METHODS,ACTS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, o <br /> / - AND FAILURE OF ANY OF THEM TO GARRY OUT WORK IN ACCORDANCE WITH <br /> THE CONSTRUCTION DOCUMENTS.AND DEFECT DISCOVERED IN THE CN 0 <br /> CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF <br /> 77-2 <br /> m THIS DESIGNER BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. c3. <br /> N 0 <br /> I-- • REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT <br /> SHALL PLAGE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT <br /> d3 INSULATED STEEL GARAGE DOOR UPON THE CONTRACTOR. <br /> DESIGN CRITERIA: 2006 IRC AND IBC <br /> ROOF: 50 PSF SNOW LOAD <br /> '6 PSF TOP CHORD DL. <br /> '1 PSF BOTTOM CHORD DL. (6 <br /> SILL SEAL �. 5 PSF NET WIND UPLIFT. <br /> 2x6 TREATED PLATE L <br /> l FLOOR: 40 PSF LL. D <br /> CAST-IN-PLACE ANCHOR BOLT �I 10 PSF TOP CHORD DL >' <br /> IW, I I '5 PSF BOTTOM CHORD DL. J -0 <br /> 8"CMU FOUNDATION WALL---._____.I SOIL: '2,000 PSF ALLOWABLE(ASSUMED).TO BE AT TIME OF EXCAVATION w <br /> !, CONCRETE CORE FILL z U <br /> COMPACTED SOIL THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL o U <br /> PSI COMPACTION AS REQ. i� THE ROOF,FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED O <br /> TOGETHER AND SHEATHED. p <br /> VERTICAL STEEL REINFORCING REBAR — "( <br /> REINFORCING STEEL AS REQUIRED CCI) <br /> REQUIRED IN GROUT FILLED CORE Ill/ PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO <br /> fi —� UPPORT.ID OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH <br /> 8X16 CONCRETE FOOTING I DATE: <br /> 5/14/2014 <br /> SCALE: <br /> Elevation 1 <br /> 1/4" = 1' <br /> SHEET: <br /> ,20/ Si - vo �/D ,?3a L( c A-3 <br />