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V� <br /> (N)51DIN&TO MATCH(E) <br /> (F)METAL ROOF <br /> (E)METAL ROOF <br /> (E)TOP PLATE <br /> CFO <br /> i REMOVE <br /> RI WINDOW (N) <br /> (E)SIDING ®® `---- <br /> REMOVE(E)WINDOW d <br /> (E)SIDING REPLACE WITH(N)WINDOW <br /> (U SUSPLOOR <br /> FRONT ELEVATION RI �HT ELEVATION <br /> SCALE: /4"= I'-O" <br /> (E)METAL ROOF <br /> (E)METAL ROOF <br /> REMOVE <br /> (E1 WIMOVr � � <br /> REMOVE <br /> tt:1PUNDow, <br /> (E)51DING REMOVE(E,)WINDOW 1 (E)SIDING <br /> REPLACE WITH(N)WINDOW J-I--1 <br /> O <br /> Lu <br /> 1-L. <br /> REAR ELEVATION LEFT ELEVATION � <br /> 5GALE: 1/4"=1'-0" <br /> 51-ALE: I/4"= I'-O" <br /> 1I <br /> Lu <br /> ,Q > <br /> V/ <br /> i� L <br /> vd <br /> GENERAL NOTES <br /> FRAMING PLYWOOD ILI <br /> ALL WORK TO COMPLY WITH THE INTERNATIONAL BUILDING ALL FRAMING TO COMPLY WITH APPROPRIATE SECTION(S)OF PLYWOOD ROOF AND WALL SHEATHING SHALL BE 7116-COX, L w <br /> CODEMTTERNATKINAL RESIDENTIAL CODE,2015 EDITION AND UNLESS OTHER <br /> SPECIFIED.MINIMUM NAILING SHALL BE Btl <br /> THE 2015 IBC/1RC. _ <br /> ALL APPLICABLE MECHANICAL,ELECTRICAL AND ENERGY O B'O.C.O PANEL EDGES AND 12"O.C.IN FIELD.SPAN INDEX O W <br /> CODES.CONTRACTOR SHALL VERIFY ALL S1TE CONDITIONS AND FOR ROOF SHEATHING SHALL BE 32/18 AND FOR WALL <br /> BUILDING DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE SHEATHING SHALL BE 21/0.PLYWOOD FLOOR SHEATHING SHALL MM ` <br /> ANY VARIATION FROM CONDITIONS AND DIMENSIONS SHOWN ON TREATED. BE3/4"COX T&G,UNLESS THERWISE SPECIFIED.MINIMUM <br /> THE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR NAILI NG SHALL BE 10d 06,0,0.O PANEL EDGES AND 10"O.C.IN <br /> RESOLUTION PRIOR TO CONSTRUCTION.WRITTEN DIMENSIONS 6• MIN.CLEARANCE BETWEEN UNTREATED WOOD AND EARTH FIELD.SPAN INDEX SHALL BE 48&4.STAGGER END LAPS AT <br /> SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.DO NOT 18'MIN.CLEARANCE BETWEEN FLOOR JOISTS AND EARTH' ROOF AND FLOOR SHEATHING.ALL EDGES OF PLYWOOD IN <br /> SCALE THESE DRAWINGS FOR CRITICAL DIMENSIONS. 12'MIN.CLEARANCE BETWEEN FLOOR BEAMS AND EARTH FLOOR,ROOF AND WALLS SHALL BE SUPPORTED.PLYWOOD <br /> EDGES AT FLOOR AND ROOF SHALL BE SUPPORTED AT EDGES <br /> FOUNDATION PROVIDE POSITIVE CONNECTION BETWEEN COLUMN AND WITH CUPS,BLOCKING OR OTHER APPROVED METHODS. <br /> FOOTING TO PREVENT UPLIFT AND LATERAL DISPLACEMENT. PLYWOOD EDGES AT WALLS SHALL BE SUPPORTED BY FRAMING <br /> THE ASSUMED MINIMUM SOIL BEARING VALUE IS 1500 PSF. MEMBERS OR BLOCKING.OSB SHEATHING PRODUCTS OF N <br /> FOOTINGS SHALL BEAR ON SOLID UNDISTURBED SOIL OR DOUBLE JOISTS UNDER PARALLEL BEARING WALLS. EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. <br /> CONTROLLED COMPACTED FILL. NAIL DOUBLE JOISTS TOGETHER W/10E O 8.O.C.STAGGERED. STRUCTURAL GLUE LAMINATED LUMBER <br /> CONCRETE ALL WOOD EXPOSED TO WEATHER,SUCH AS DECK FRAMING, <br /> DECKING, RAILING, JOISTS, BEAMS AND POSTS SHALL BE MANUFACTURED BEAMS ARE TO BE 4, DOUGLAS FIR AND Q d0 <br /> PC 2,W0 PSIO28 DAYS STRESS GRADE COMBINATION 241-V4,BEAM CAMBER WHERE s ! <br /> PRESSURE TREATED OR CEDAR. ALL PLYWOOD EXPOSED TO <br /> SLUMP = 3'-e• WEATHER SHALL BE C-C GRADE EXTERIOR. REQUIRED IS SHOWN ON THE PLANS. (n �T <br /> MIX To BE = 514 SAFETY GLASS <br /> MIX TO BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS tu 8 <br /> OF 201516C/IRC. LUMBER STRENGTH SAFETY GLAZING LOCATIONS PER 20151BC/1RC � 7 Ci-CEMENT RATIO PER 20161BC/IRC. 1. INGRESS AND EGRESS DOORS. — <br /> REINFORCING STEEL STUDS: HEM-FIR#2 Fb-875 PSI 2. SLIDING GLASS DOORS,SWINGING GLASS DOORS. ..I <br /> JOIST,RAFTERS(2x): HEM-FIR#2 Fb=875 PSI S. <br /> SHOWER AND BATHTUB ENCLOSURES. <br /> IY-40,000 PSI FOR#5&SMALLER BEAMS,HEADERS: 4. GLALNG W/THE EXPOSED EDGE WITHIN A24"ARC OF <br /> ty=80,000 PSI FOR#6&LARGER. 4x OF#2: Fb=875 PSI EITHER VERT.EDGE OF A DOOR IN THE CLOSED POSITION& <br /> REINFORCING STEEL DETAILS TO BE PREPARED BY AN 6x OF#2: Fb=875 PSI BOTTOM EDGE IS LESS THAN 60'ABOVE THE WALKING <br /> EXPERIENCED, APPROVED DETAILER AND CONFORM 70 COLUMNS: DF#2: Fb=875 PSI SURFACE. <br /> STANDARD PRACTICE AS OUTLINED IN ACI REPORT 315. 5. GLAZING GREATER THAN B S.F.LESS THAN I8"ABOVE FIN. <br /> FUR <br /> LOADING: 8. GLAZING IN GUARDRAILS. /1 <br /> CONCRETE COVER OF REINFORCING STEEL ROOF 1�PSF DEAD LOAD+26 PSF LIVE LOAD-4o PSF L <br /> FLOOR 10 FSE DEAD LOAD 40 <br /> PSF LIVE LOAD=50 PSF MISCELLANEOUS NOTES <br /> S• CONC.CAST AGAINST&PERMANENTLY EXPOSED TO CEILING 6PSF DEAD LOAD+IO PSF LIVE LOADS 15 PSF <br /> EARTH DECK 10 PSF DEAD LOAD+60 PSF LIVE LOAD-70 PSF BEDROOM EMERGENCY EGRESS WINDOWS:MINIMUM NET O <br /> 11/2• CONIC.EXPOSED TO EARTH OR WEATHER INT.WALLS 7PSF CLEAR OPENING OF 5.7 S.F.MIN.NET CLEAR OPENABLE WIDTH <br /> 1 1!2" BEAMS&COLUMNS NOT EXPOSED TO EARTH OR EXT.WALLS 10 PSF OF 20"AND MI <br /> 3/4- SLABS&WALLS NOT EXPOSEDTO EARTH OR WEATHER NIMUM NET CLEAR OPENING HEIGHT OF24". <br /> WEATHER MAXIMUM FINISHED SILL HEIGHT OF 44"ABOVE FIN.FLOOR. <br /> ERETT <br /> REVIEWED FOR PERMIT <br />