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8123 FLORIDA DR 2018-07-11
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8123 FLORIDA DR 2018-07-11
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Last modified
7/11/2018 12:51:47 PM
Creation date
8/21/2017 11:24:42 AM
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Address Document
Street Name
FLORIDA DR
Street Number
8123
Notes
Original house moved from 8119 to 8123 Florida Dr
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Ck�N <br /> w W0 <br /> GENERAL NOTES 85 <br /> FOR WNDOWS WTH OPERABLE OPENINGS MORE o� <br /> THAN 727 ABODE THE FINISHED GRADE OR <br /> SURFACE BELOW,THE LOWEST PART OF THE <br /> CLEAR OPENING SHALL BE 24'MINIMUM ABOVE Fg <br /> THE FLOOR EXCEPTIONS FULLY OPEN WNDOWS Z a v <br /> 22'-0" 23'-0' WHERE A 4'SPHERE MAY NOT PASS THROUGH o�a <br /> OR WHERE FALL PREVENTION DEVICES ARE <br /> PROVIDED PER ASTM F 2090 OR RISIZ3. m <br /> n <br /> 2'-11' 2'-6' o¢ PROVIDE SAFETY GLASS PER IRC R308. <br /> 6" TYPICAL <br /> CL <br /> SKYLIGHTS TO DOUBLE PANEL,SHATTER =W <br /> THROUGHOUT x} RESISTANT APPROVE RIGID PLASTIC,LAMINATED <br /> ~ SAFETY GLASS FULLY TEMPERED GLASS, <br /> In HEAT-STRENGTHETdFD aASS.OR HIRED GLASS w <br /> PROVIDE 4"NINIUCURB(OR SELF FLASHING <br /> - - — — — — — — — — — — — — — — — — ASSEMBLY W114 3:12 MINIMUM PITCH OR PER <br /> o <br /> MANUFACTURER INSTRUCTIONS). <br /> I— BUCK OUT FOR 7 HOSE BLABS TO BE BACKFLW PREVENTION AMD <br /> OPTIONAL DOOR FREE2E RESISTANT TYPE. <br /> AI I fx1WNS.FRAMING ANCHORS&SHEAR O co <br /> NAZI IMG MIST BE INSPECTED BEFORE COVERT <br /> c II o II CNIWMPSPA .I <br /> S2 Q <br /> 8I7R$ oaRG /1HTIwCRAAWLACE `y,2rMSTHR D <br /> MINIMUM UNDER BEANS g_0• A IPINSULATED DOOR M <br /> 5 • • <br /> MIL BLACK COV POLYETHYLENE I ACCESS WHEIGHT x 24DOOR.I'NANYYPPART IS BELOW <br /> CRAIAL <br /> GROUND COVER.LAP JOINTS 12'. Y-0' if / <br /> R-30 INSULATION BTWN.JOISTS I I GRADE,PROVIDE A 16'x24' N EAWAY <br /> TO EXTEND BELOW THE OPENING 1HRESIIgD. <br /> CRAWt I = ® <br /> POSTS TO BE 4 SPACE(406STNIUIUMAT D BEAMS <br /> BL JSTS <br /> SPLICES)UNLESS NOTED OTHERWISE POST BASES <br /> 16' I 4'-5' :-5' 5'-9' 5-9- I L J ^ UP 8'MNYRM ABOVE CRAW_GRADE OR USE <br /> GARAGE I I PRESSURE TREATED.PROTECT UNTREATED POST <br /> _ I s' I BASE NTH TYPE 90 ROOFING.SECURE BASE NTH c:l <br /> .� Tj LI304 CONIC SLAB 30f I 6 #2HF P.T. I STRAP OR ENGINEERED CONNECTOR EMBEDDED IN <br /> N FILL&TAMP I FOOTING PER INTERMEDIATE BEARING SUPPORT <br /> o I SLOPE)i':I'-0"TO 30 24 30 0 16" O.C. I DETAIL PROVIDE POSITIVE POST TO BEAM AND m w <br /> DOOR(S) —15C — ® I N BEAM TO JOISTS CONNECTIONS TO RESIST UPLIFT ¢ S <br /> I� �J EI_ �— -- �� - F) I AND ITERAL D FACE NAI T.LAP JOIST MINIMS p w <br /> 3"MINIMUM AND FACE NAIL WTH 3-tOd MNINUM. � <br /> 4x10 #-1 a I •I < INSTALL SOLA BLOCKING BETWEEN JOISTS OVER <br /> INTERMEDIATEEACH <br /> SOLRD BL.K'G BTWN Il rn - TYPICAL tr t1 I CLEARANW REDOUATTTTOPS,SIDES AND ENDS <br /> BUCK OUT I JSTS U/ STAIR I N p I I cw9w N I M UNTREATED WOOD GIRDERS ENTERING <br /> FOR FURN I — — — — �I _ ou: I 10x24x24 CONC. EXTERIOR FOUNDATION WAILS.LAMINATE MULTIPLE <br /> �- mi� I o I FTG 18" MIN. BLW JOISTS WTH 2 ROWS 16d 0 16'O.C.STAGGERED. <br /> Fm i FINISHED GRADE <br /> o I I o f II O I dN tDI I O CRAWL SPACE VENTILATION R408 <br /> 9 PROVIDE 296 SO.IR MINIMUM NET(1/300) <br /> L_ n N I I INSTALL 4 8"x16'SCREENED VENTS X <br /> / `UJ 0 -i 75.4 SO.IN.NET FREE LEAST ON VENT -301 S0.N. <br /> �HWT.� PLACED WTH64 <br /> t12 12 1 F I LJ> 3T CF EACH CORNER M THE BUILDING.ONE <br /> 36 ImSIDE M THE BUIDING MAY HAVE NO VENTS—L4- - - - - - - - - - - 5' 4 5' d <br /> o <br /> Iv <br /> CONTINUOUS FOOTING mo I I =1 t <br /> z � - - - - - - - - - - � I I II ;o <br /> ui <br /> I - - - - - - - - - - - - - - � �I Ij <br /> 16'-3' .I 2'-101¢' P.T.xLEDGER� 10x24x24 CONC. (nn� I o <br /> O FTG 18" MIN. BLW <br /> ~ <br /> co _N FINISHED GRADE Ell fL 2x6 #2HF P.T. I FOOTING SCHEDULE <br /> _ _kn ® F. 7 _ 6x10 #2HF P.T. _ ® 16" 0.C. <br /> MARK HxWzD REINF. BAR O <br /> N r2� <br /> 12 6x12x12 Ll cr <br /> 0LJSTS _ = 15 7x15x15 <br /> LINE OF DECK ABV 18 8x18x18 <br /> 8x18x18 CONC. 10x22::22 CONC. 20 9x2Ox20 <br /> FTG 18" MIN. BLW FTG 18" MIN. BLW 6x6 P.T. COLUMN 24 lGx24x24 3 4 EAWY.FINISHED GRADE FINISHED GRADE BFOOTINGC4 TO MTYP.43 30 12x3Ox30 3 4 EA WY.36 12x36x36 4 4 EA WY. w 10'-0' 11'-0" 12' z <br /> 15C 8x15 CONT. 2 4 CONTIN. <br /> STRIP ALL WOOD FORMS =3 <br /> PRIOR TO BACKFILLING. _ <br /> 1� c� <br /> M O <� <br /> 23'-0' <br /> N <br /> Q ©Z <br /> H:3 <br /> w <br /> U p <br /> FOUNDATION PLAN SCALE: 1/4" = 1'-D" <br /> rklA <br />
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