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® A6 TYPICAL FLOOR SHEATHING FLOOR FRAMING NOTES o SANE <br /> RESIDENTIAL-C3 MMERC Its; <br /> --- • WRITTEN DIMENSIONS TAKE PRECEDENCE <br /> 3/4"T&G,O.S.B., INDEX 40/20, UNBLOCKED, LAID UP OVER SCALED DIMENSIONS. VERIFYALL <br /> W/FACE GRAIN PERPENDICULAR TO FRAMING BELOW,STAGGE DIMENSIONS AND CONDITIONS IN THE FIELD <br /> — — END JOINTS, GLUE& NAILAS FOLLOWS: a <br /> PROVREQUIDE IRED UNPORAR TILALL PERMAING NENTS UNTLA E TE AVE E, <br /> OPEN LOW MOGNTLAKE TERRACE, <br /> WA 97377 <br /> (ME N L ROOM) DIAPHRAGM BOUNDARYAND OVER 8d AT 6"OC CONNECTIONS AND STIFFENERS HAVE 3c :7zs-MA—CSM <br /> SIA LER DES IGN@GMAT L.CDM <br /> _ EXTERIOR WALLS AND SHEARWALLS BEEN INSTALLED. <br /> • ALL HEADERS TO BE 4 x 10 DF#2 U.N.O. <br /> ALL SUPPORTED EDGES 8d AT 6"OC <br /> • PROVIDE SOLID BLOCKING ATALL <br /> FIELD 8d AT 10"OC BEARING POINTS <br /> OPTION: USE#6 SCREWS @ 16"O.C. IN ADDITION TO • EDENOTES SOLID BEARING UNDER <br /> NAILS SPECIFIED ABOVE @ 16" O.C. CONCENTRATED LOADS. USE(2)2x6 <br /> HU210 AT 6"WALLS. USE(2)2x4 AT 4"WALLS. <br /> FACE MOUNT HANGER NOTES: UNLESS NOTED OTHERWISE. <br /> 1. USE 3"x3"x1/4" PLATE WASHERS ON ALL ANCHOR Z. MDENOTES POINT LOAD FROM ABOVE 0 <br /> BOLTS. CONNECTALL RIM JOISTS @ EXT.WALLS Z Q F_ <br /> w/(2)CS16 STRAPS. FILLALL HOLES WITH NAILS. • CROSS HATCHED WALLS INDICATE O �_ U <br /> A6 2. ALL 12d NAILS SHALL BE 3 1/4"LONG x.131 SHANK BEARING WALLS TO BE FRAMED WITH D 2 <br /> DIA. (MIN). 2x STUDS AT 16"O.0 MAX. U.N.O. Lu D <br /> A6 O <br /> 3. FILLALL HOLES @ ALL HOLDOWNS w/2 1/2"LONG x U <br /> 2X10 FLOOR JOIST 148 SHANK DIA. NAILS. ALL VOID SPACES TO BE FIRE AND DRAFT <br /> @ 16"O.C. A6 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4"LONG STOPPED PER IBC Lo Lo <br /> (MIN.)x.156 SHANK DIA.w/MINIMUM 1 1/4" W in o <br /> • FLOOR SHEATHING SHALL BE 23/32"T&G O.S.B. Q o \ <br /> PENETRATION. SUBFLOOR APPLIED WITH LONG DIMENSION o 0 0 <br /> 5. USE 10d x 2 1/8"LONG COMMON NAILS WHERE <br /> CALLED ON PLANS ACROSS JOISTS, STAGGER END JOINTS. GLUE AND <br /> NAIL @ ALL PANEL EDGES AND OVER ALL <br /> SHEARWALLS w/ 10d NAILS @ 6"o.c.AND OVER ALL <br /> INTERMEDIATE FRAMING @ 12"o.c. J <br /> SHEARWALL SCHEDULE <br /> • FLOOR JOISTS ARE 2X10 @ 16"o.c. <br /> UNLESS NOTED OTHERWISE. uj <br /> 00 <br /> • USE SIMPSON HANGERS FOR SINGLE AND N <br /> TYR EXT. WALL CONSTRUCTION DOUBLE JOIST CONNECTION AND SIMPSON HU O 00 <br /> SW-6 (UNLESS OTHERWISE NOTED) HANGERS FOR ALL BEAM CONDITIONS. 0) <br /> 2 Lo <br /> 1.SHEATHING: 1/2"PLYWOOD OR 7/16"O.S.B., EXTERIOR SIDE, BLOCKED, • PROVIDE PB POST BASES AT POST TO FDN. o <br /> CONNECTIONS U.N.O AND'AC' POST CAPS AT w I.- <br /> 7"X14"CRAWL SPACE—/ NAIL w/8d @ 6"O.C.ALL EDGES AND @ 12"O.C. FIELD. 1— 00 <br /> VENT TYP. (3 TOTAL) POST TO BEAM CONNECTIONS U.N.O. �'�/ W c� <br /> A6 SIM. 2. BOLT SILL PLATE TO CONCRETE w/5/8 DIA.x 10"A.B.'S @ 48"O.C. • ALL 4X HEADERS TO BE INSULATED WITH R10 RIGID 10d W o <br /> INSUL. (TYP) > w <br /> N FRAMING PLAN 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/16d @ 4"O.C. >_ UJ <br /> SCALE 1/4" = l'-O" 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER L b <br /> DETAILS ON S1 &S2. ry <br /> _1 <br /> d <br /> CAPACITY:240 LB/FT w = <br /> r <br /> N Lo <br /> INDICATES SHEARWALLw/PLYWOOD ONE SIDE. <br /> c o <br /> r <br /> N <br /> WN <br /> N <br /> U ~ <br /> U <br /> ui <br /> CRAWL SPACE VENTILATION o <br /> CRAWLSPACE AREA: 184 S.F. a a <br /> VENTILATION REQUIRED: 184 S.F./150 = 176.64 SI. REQ'D SHEET <br /> USE FRAMING VENTS: 7"X14" FRAMING VENTS =98 SI. <br /> VENTAREA= 98 SI.-25% REDUC.,1/4"MESH =73.5 SI. <br /> FRAMING VENTS PROVIDED 3 7"X14" VENTS,AREA= 220.5 SI. PROVIDED <br /> TOTAL VENTILATION PROVIDED = 20.5 SI. IS GREATER THAN 176.64 SI. REQ'D A4 <br /> FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS <br /> 4 fie <br />