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9509 7TH AVE SE 2018-01-02 MF Import
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9509 7TH AVE SE 2018-01-02 MF Import
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Last modified
1/3/2022 10:55:53 AM
Creation date
4/3/2017 1:18:50 PM
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Address Document
Street Name
7TH AVE SE
Street Number
9509
Imported From Microfiche
Yes
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10 RIGID <br />RLATION BEARD <br />— 2•+6- SIUDVALL B 16.00. <br />2xb PT SILL PLATL VI 1/2- <br />x10' AD PER PLAN. )' MIN EMBED <br />2 CA K USING 3-SO-1/4• VSNR <br />IN 12• L, G T ] BOLT CIA CA END <br />6 MI, VAPOR BARRIER(fj11 ALE)/ <br />4•-E <br />4FIr <br />III 44 RCBAR IB• OC HORIZ <br />I TOP L 1 BOTH O- WALL <br />14 RCSAR B 48, OC VCRT <br />(2) ♦4 REBAR- CONTINUOUS <br />TYPICAL CENTER <br />Iz• SCALE; V-2IT FOOTING_ <br />Or4CAPl PER VI312.2 IN TO TOP <br />-1/4x4 Or 6 CEDAR 2x RIM <br />PT JOISTS PER PLAN <br />LATERALS PER RSU2.2.3 le SIMPSON DTT2Z <br />2K10 PT LEDGER, LCDCERLOKS PER SCHEDULE <br />INTO HOUSE RIM JOIST <br />EEDS 4' HEIGHT <br />PSON PB POST BASE TYP PER PLAN <br />DECK <br />SECTION <br />DECK LEDGER TABLE <br />DECK m LEDGER FASTENERS TC+ RIM <br />p• 3E/' LEDGERLOK • O' a <br />p3'5/SLEDGERLCK = 9' oA <br />LEDGER -OK <br />LEOGERLOKS <br />PER SCHEDULE FLOOR JOISTS <br />SPACE PER <br />DETAIL 15ELM / <br />TO COL <br />SECTION <br />DE..'• JOIST y I(� `RIM BOARD <br />4 HANGER ."---.-.•M1'���'1-"" OEM LEDGER <br />7 R"N - 5' MAX <br />DECK JOIST ,- END OSPLICE <br />$THDI4 <br />WNW JOIST. ELEVATION <br />HANGER <br />2. PT LEDGER 1113-5/8' <br />LEDGER LOKS PER <br />TABLE, STAG RED TO <br />HOUSE RB' <br />DECK LEDGER <br />SCALES N.T.S. <br />RC _ <br />SPREAD FOOTING SCHEDULE <br />KARG or-ENNONS TREB•FORGEMENT <br />Fly I'•6' x I'-b' x OCUP <br />F]ID 2'-O' x Y•O' x R' DP (L •4 EW <br />V $THDI4 <br />2S <br />I I <br />E' <br />_ram -� '�• <br />4X4 PT FF2� bXb PT W2- <br />/ <br />P544/PC44 PBe,&lEPCb4 <br />I I ti <br />bIi <br />II III mtim`^nye <br />1 <br />1II <br />s <br />C4' COMC SLAB V/ <br />V <br />IOI4+VA VVN <br />VEIR <br />II <br />1—__—— - <br />— — — <br />ARR <br />BR ER <br />6 NIL VAPO <br />I <br />OVER 4• COMPACTED <br />— _ <br />TII <br />'• <br />FREE DRAINING ROCK <br />I <br />— — — <br />'--- <br />$THE{ <br />OPTIONAL -RTYP) <br />'° <br />z-6a•' ---)a— <br />- <br />1 <br />TILOVER <br />2•— <br />3II- <br />III <br />III <br />� <br />III- <br />Iana <br />IeI <br />`4• CONC SLAB V/ <br />I <br />II <br />MR 2- SAND OVER <br />6 MIL VAPOR BARRIER <br />1 OVER 4•OHPACTED <br />iO3iI <br />N <br />FRCC DRLAINING ROCK <br />No <br />TIUNA-RTYP> <br />222 <br />I <br />R-10 RIGID <br />INSULATION BOARD <br />2'+6' SIUCVALL P WILL.j.� <br />° <br />; <br />I <br />2'x6- STUDVALL B 16.OG <br />I I <br />M1 <br />2x6 PT SILL PLATE V/ 1/2' $+ <br />AS PER PLAN. ]' MIN CNBCD -`A� <br />I <br />2x6 PT SILL PLATC V/ 1/2' <br />xFO- A8 PER PLAN ]' MIN LMBED <br />3'SO.1/4' V N I <br />1 <br />1 <br />x10• <br />PC USING 3'SOx I/4• VSNR C'�i: <br />MIN 2 CA PC USING <br />GT. T SOLT OIA P <br />O <br />IN 2 CA <br />V/1N 12' L. GT. ] BOLT DIA CA ENO <br />I <br />L V/IN 12' L. <br />V <br />b MIL VAPOR BMRIER (PLACK. <br />i <br />N)6 MIL VAPOR BARRIER <br />I 4- tL I <br />y <br />"• <br />I <br />• <br />i /• NIN <br />I <br />I <br />......... _ <br />q 4 <br />"GRAVEL FILL —� I I y <br />I <br />I o <br />GRAVEL FILL <br />I <br />CARiN <br />I <br />CARTE 1 <br />I <br />P• <br />L4 REBAR IR• OC HORIZ <br />I <br />I <br />FA REBAR ID' CC XORIZ to <br />V <br />1 TOP L 1 BOH OF EL <br />Tel <br />I- <br />:o <br />1 TDP L 1 BOTH OF VALL <br />K4 REBAR 2 48' OC. VCRT <br />I <br />A4 R2 48' GC. <br />I VINUOUS <br />I <br />R2) 04 REBAR- CONTINOUS <br />I <br />(a)L4 RCBAR- CONTINUOUS <br />I <br />TYPICALHEATED <br />I <br />I ^ <br />TYPICAL GARAGE <br />I2• SCALE: <br />1•-2 FT <br />I <br />TING z' <br />FOOTING SCALE: 1•e2 FT <br />T <br />3 ----J <br />I <br />— -- <br />----_ --- <br />-- _--- <br />-- <br />-- 9— <br />16 9 I/2' <br />$TH0I4 <br />THDIO $TH0I4 <br />24 <br />1- Y <br />I Fllo NAme <br />O 1/2, DIA, ANCHOR E30LT SPACING (IN) 4X4 PT I-F2 Pcu 3 mL plan EC2C <br />EPC44/PE344 _ cU <br />m <br />a <br />STHD14 <br />:£ E <br />20 0. <br />Bmu V <br />CL <br />
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