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Ir-----------------------------------------------\—�\ <br /> FOOTING DETAILS NTs FT3 ENGINEERED PLINTH i LEDGER TO CONCRETE NTS POST TO BEAM - TYP. NTS <br /> ------- ------------------------------ <br /> FT1 TRIBUTARY AREA: 20 sq_ft_ 1 I --- ----------- ----- << OIL SECTION A TYP. HARDWARE_ <br /> PT 4x4 POST I E POSi,MPB44Z 0 <br /> CBSQ44 POST BASE CCN—aL= <br /> EMBED W/1" STAND OFF I I I 1 (1) PT 2x8 LEDGER w1 "0 <br /> < EXPAN BOLT V® H2.5A <br /> O 12 FOOTING <br /> I i 16"OC AT PERP. FLR. FRM'G. Ili HURRICANE STRAP <br /> CONC. FOOTING I � <br /> 1 CLEAR 'I <br /> 1 4P� GYP') I J A PARALLEL F M'G PROVIDE 2x8 Illy, <br /> 9".9R SQR. / I < BLKG ® T.O.B. w/ (4) 8d 4x4 POST CAP <br /> 5 4x6 TREX OR EQUIVALENT <br /> 1 °� <br /> (�i j-MI 10•pAMEIER naovE - -�U . e i�m�wic T. PT 4X4 POST <br /> 24#MY PoDnND TCP 3 PIS <br /> 1'STAND OFF- 11f•EXRN9p1 AT nE NODN •' •° 0 4'SPACIND 1 \ <br /> 2'Typ- or CLEAR Flip/MPBz] \/ BTm.3 PCS I 1 <br /> (4)µ Xq MTAL I J <br /> '� -- r TNG r M.a / <br /> ( I M� IN TYP. BTANDARD XOp(8 PER I`1 <br /> 1'-0'(IAIN.) Ap-318(TYP.)UNLEBB (4)N MMC&RFBAR <br /> NMOnERws Ar4 ax am i J Illl <br /> P / I11 <br /> FX� I 1 I 4. VrDIAMETER CONCRETE COVERPERACX818(r7.) I\1 p1I . <br /> L� UNLESS NOTED OTHERWISE J <br /> — >I ( 4 12• Y4' <br /> 1 i SECTION A I <br /> FT2 TRIBUTARY AREA: 40 s ft. I q. MiN.acEnR I ) \-PT. 4X8 TYP '` D ��������� <br /> FOTTING(SIZE AND REINFORCEMENT) BY DESIGNER. I< LUS HGR ULI 28112y U <br /> PT 4x4 POST 1 STANDARD HOOK GEOMETRY IN ACCORDANCE WITH <br /> CBSQ44 POST BASE MPB44Z — REINFORCED ACI 318 UNLESS NOTED OTHERWISE. CITY OF EVERETT <br /> EMBED W/1" STAND OFF 1 1 CONCRETE FOOTING < ALL FASTENERS INTO PRESSURE Permit Services <br /> CONC.. FOOTING ON 1 I I I TREATED WOOD SHALL BE GALV <br /> FOOTING \L-------------------------------------------------J/ OR STAINLESS STEEL PER <br /> GENERAL STRUCTURAL NOTES <br /> #4 REBAR <br /> 12x12 SQR. --- <br /> EMBED.6" <br /> LUS28 TYP. <br /> STRINGERRISE: 7.5 <br /> p1 -- PT 2X8 LEDGE <br /> DTT2Z TYP. <br /> A 64" 0 <br /> "Z JOIST TO LEDGER <br /> o PT 44 POST - --- <br /> m m CBSQ44 POST BASE <br /> a m EMBED W/1" STAND OFF PT 4X8 BEAM <br /> ON 18"x18"x12" _ _ <br /> CONC. FOOTING r J <br /> m <br /> TRIBUTARY AREA: HOT TUB PT 2X8 r <br /> N N #4 REBAR .r� I _ 4'-8"x3'-4" AREA JOIST&RIM -- — <br /> W m 12x12 SQR. I LX� -_ 15.5 sq. ft. �' <br /> ro 2 EMBED.6" PT 4x4 I I <br /> a I RAILING POST — J <br /> TYP. 1 I <br /> TRIBUTARY AREA: <br /> L — — — J ------- 6'-B"x6'-O" <br /> PT. 2X8 - — r 40 sq. ft. <br /> BRACE I TYP. 8 PLC. <br /> _ _ I <br /> — J <br /> 18" CANTILEVER s Frs j ❑ I ❑ <br /> D I I <br /> PT 4x4 _I x <br /> I2nAIPLING POST r� I L J I L_ I I <br /> STRINGER <br /> RISE: 7.5" <br /> RUN:12" - 1 I L J �� I — — — r <br /> Ln <br /> ------— — — — r-------- --------- <br /> r _ I Ff2 ; ; BRACE DETAIL NTs <br /> / I - ---- ------------ ---- , <br /> NOTES: - ----- _--- 1 <br /> CITY OF EVERETT CODE REFERENCE. FTi 1 — L <br /> EMC:https://everett.municipal.codes/ ^ rFT� ^ j _ 3 EA. SIMPSON <br /> WAC:https://apps.leg.wa.gov/wac/default.aspx?cite=51 —/ —i L \—� \� /�� - TO SIDS <br /> B25 41 TYP.SCREWS I <br /> 2018IRC:https://codes.iccsafe.org/content/IRC2018 <br /> 2018 IBC:https://codes.iccsafe.org/content/IBC2018 I I <br /> 2018 WSEC:http://www.energy.wsu.edu/buildingefficiency/energycode.aspx -- I RAILING POST LOCATIONS <br /> 2018 IPMC:https://codes.iccsafe.org/content/IPMC2018 i i TYP 2X8 BRACE <br /> 2018 IRC: <br /> I <br /> REFERENCE SECTION R507"DECKS" I I <br /> PRESCRIPTIVE APPROACH I— r <br /> Fri Fri Fn Fri Fri FTs 0 <br /> I <br /> 1 <br /> I <br /> L--------------------------------� <br /> l <br /> PROJECT: DESIGNER: DATE: SCALE: REVISIONS: DRAWING ID:OVERSTEET DECK - FRAMING PLAN FIR <br /> MA REET RESIDENCE DECK <br /> 605 MA JOHN SUMPTER UPDATED TO SHOW ENGINEER'S CHANGES TO ACCOMMODATE HOTTUB INSTALLATION <br /> EVERErr,WA 98201 SUMPTERDESIGNBUILD 220CT2023 AS NOTED <br />