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NEW ROOF SHEATHING <br />AND NAILING PER PLAN <br />NEW ROOF RAFTERS <br />---�--_�- _ PER PLAN 7so <br />'1 <br />PROVIDE <br />BLOCKING T vnvvv, n in ers,co <br />LTP4 PER -� �' <br />I I2,5 TIE FOR 7516 NE 153rd PIace <br />SHEARWALL EACH RAFTER <br />SCHEDULE - Kenmore, WA 03023 <br />- ! (425) 206-2003 <br />-A I info@b2engoneers.com <br />v Project Contact: <br />2X6 STUD WALL AT 16" = °° Principal: Checker <br />Engineer: BB <br />CS STRAPPER PLAN — o <br />4X4 PT RAILING POST AT <br />4° MAX WITH RAILING z SHEARWALL SHEATHING W gqs <br />CABLES AND NAILING PER <br />SCHEDULE <br />o ( �r <br />x ° (2)2X12 CANT.43789 <br />�d ' <br />° JOISTS AT 16'° WATERPROOFING <br />PROVIDE GA2 ANGLE / MEMBRANE FLOOR SHEATHING Cj 2X12 CANT. PROVIDE oNaL <br />° TO EACH JOIST SLOPE (SEE NOTES ON PLAN) N F JOISTS AT 16" BLOCKING <br />(4) 6"TIMBERLOK <br />AT 2" O.C. OCEAN AVE <br />4' <br />(2)6" LONG SIDS ADDITION <br />16d HOT DIPPED — PROVIDE H2.5 TIE CUT ONE OF THE SCREW AT 12"G <br />DOUBLE JOIST GALVANIZED NAILS AT LTP4 PER SHEARWALL <br />BLOCKING 6" STAGGERED SCHEDULE' AT EACH JOIST JOISTS AT 3' A\nlAY <br />E FROM THE WALL o o ! <br />EXISTING 6X12 BEAM / o� o <br />10' - 0'° - 3.5X10.5 GLULAM HEADER TO BE REINFORCED <br />FOR GARAGE DOORS (EH-1) WITH (2)2X12 DF##2 <br />5505 OCEAN AVE, EVE ETT, <br />EXISTING STUD 2X4 AT HL55 CLIP BOTH = / WA 03203 <br />16" MIN. (CONTRACTOR SIDES (TYP.) <br />TO FIELD VERIFY) <br />i <br />! <br />PROJECT DATE: <br />NEW HOEDOWN <br />PER PLAN ABU POST BASE & !DRAWING SIZE 18" 24" <br />SHEARWALL SHEATHING 1/2"X8" STRONG 5/8"X6" STRONG BOLT 2 I <br />AND NAILING PER BOLT AT 12°'WITH _`— <br />ISSUE DATE 0 -05-1 <br />SCHEDULE BP WASHER PLATE #4 AT 12" E.W. I — -�--�- <br />PROVIDE 1/2" THREADED ROD — ® SILICONE JOINT <br />�! ISSUED P PERMIT <br />WITH SIMPSON SET-XP EPDXY � � r SEALER j°�o° -- - — --- <br />- _ ._ _ _ _..__..w �...� _ .__. �_.__._...__.. _ . _a <br />FOR HOEDOWN ANCHOR TYP. I PROJECT NO.13116 <br />err_DESIGNER <br />— ! — — -- — v <br />! --i 2" MIf� -- - ! r> 2° - 6" S U RE- <br />- <br />I ! ! -1- <br />Detail 1 ! 1 I —I -- III -- —I i ce,, ! Q A u r F_ EVI l SCHEDULE <br />2 �1 NO. I DATE DESCRIPTION <br />3/4" _ 1 o-®ao <br />Uj <br />z <br />0 i <br />�i <br />�i <br />LU <br />zi <br />w <br />vI <br />c? FRAMING <br />�I <br />v� <br />EI <br />�l <br />�DETAILS <br />- Q) SK-1 <br />E 1, Copyright b2 Structural Engineers 2008 <br />