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FLOOR VEMLATION CALCULATION EASTNG LAMINATED S4,16,.ES LJ V ■■ <br /> O � O EAST T E 24 <br /> FLocR AREA=46o sQFT of VENTED RzEn rFw ze TH.-TYPE>x 6WB Nr cEl oc i <br /> 6•x Fo•SCFEENED VENT-52 SQ FT I _ M NEW K-GA BATT ROOF NSJLATION <br /> 4GO/E0:310 SQ F AREA KECY.P.ED T.CF VENT AR 2•AIR SPACE BAFFLE C.EA TKL65 <br /> 3D/52=6 KEOLRED VENTS 2% @ LEGEND: /� <br /> FKO�DE(()6'x 16'CRAWLER.VENTS HA'A6 O �) @ FA END Q PT 4x6 FLUSH BEAM w/HUG% D E S I G N <br /> 6 VENTS x 52-312 SQ FT OF VENT AREA (4 PLACES � � O @ EA END TO 4.1 PT POST EOW1,15r 4•Gcnrrl`PUPSLIOUSS GLITTER <br /> DOWrLsva)r ro SPLASH BLOCK <br /> Q 4 O 12'DIAMETER FULL LF 22•DEEP OF <br /> DESIGN <br /> ARE THE SOLE PROPERTY <br /> _ 2x10 HF#2 FLOOR /© 4x4 PT POST FULL LENIGTH IN TINGLE NL ORN ANO ARE NOT TO BE USED <br /> C-� CRRVN_FR w/#4 REBAR E W THROUGH POST VI ITIENOR IN PART MITHWT THE EXPRESS <br /> VENT(6 PLACES) 9,_6. JOUST (,'o.c AND ALL WNTRACT�ORS�TO g1�Ep(ANDEIR4RIfv <br /> LEEIENI? ©2x6 PT LEDGER w/2-;x 4i'SDS EXISTING DIMENSIONS AND CONDITIONS IN THE <br /> Q WOOD SCREW a W oc. EMSTNYi 2-2x6 HF42 TOP PLATE FIELD BEFORE STARTING CONSTRUCTION AND <br /> 2k0 RF42 LEDC EK w/3-x 4- N DETAIL CHANGES OCCURS.0 NOT CTO NOTIFY CNIL DESIGN OF ANY RIAL AZE OR <br /> OI SDS MOOD SCREW @ EA STUD O o; 0 2x6 PT LEDGER w/2-}'0 x 5' 9x EXSTNG HEADER w/ DE THIS CHANGES <br /> C. <br /> 2xD PT LE0.aER w/2-,"0 x 4 z LB Oj WEDGE ANCHOR BOLT' <br /> WASHER <br /> OO 25'oc STMIOERK.FD PER TABLE ) 'P NEW Kb K GD NS LRTICN <br /> KW79LAD AND TABLE R50791 2) x /© P /® ®C-ONCKETE RAMP(SEE SLOPE RATI01 <br /> 2 HE 1 STREET 2024 <br /> HF#Z MANLIER SHH ORELINE,E,WA 98155 <br /> O 9dJ DF#2(FLLlSfED)wi 2-LPC4Z 2xlo HF#2 SOLID BLK"G Q -- 206-fi832395 <br /> 3 POSTS-1 12-l Z PER PLAN <br /> (STAGGEKKED TYP.) N ® O °.' 10 i VM'L VvTDOW U-30 <br /> n Oj cnldeslgn.drokingOgmoil.com <br /> j- -j 0 O 1 I 2-2x6 HF#2 AL PLATE PROJECT: <br /> 02 �oPPN `-I-J 4-0' © © SHIKESSO—SETEGN <br /> CAULK TO R45H HARCE PLANK SONG OR BETTER RES. INTO AN A.F.H. <br /> o G•x 3 I In 10 HF#2 FLOOR JOIST D VOH �EDCES <br /> asoo aTR AVE. w <br /> ¢ GE I •. r,^—PFK PLAN TYVEK VAPOR BARKER(STAPLED)w/ EVERETT, WA 98204 <br /> AD DF#2 FLUSHED BEAM 2x6 Hl STLD @ I6•oc.(I-YPr AL) <br /> R-5 CONTINUOUS KIf3D NSLLATICN OVEK PLYWOOD, DATE: 09-21-2024 <br /> m 4.4 PT POST w/P&4} I 3'-5' /0 BAT Il END EXTRUDED PCLYSTYKFPE,FOL-FACED PROJECT 1095 <br /> OVEK 21k2J'xe'GONG. L_ _:i -'A BATT N15LLATICN PCLtt50GYANlRATE,CK Nt•ERAL VV1]OL No. <br /> Z PAD w/3-#4 NOR.REBAK E.W. I - - 2 TB.G�PLYWOOD <br /> TAPE ALL SEAMS PEP.MANAFAGTLREK'S P.EGaWVENDRTCN <br /> (3 PURGES) .O 0 &NIALED 70 FLOOR K-9 BATT(RAFT NSLLATICN <br /> o N KAMP FKAMINCT PLAN PR w'w/ COMMON <br /> i TwCTWB.PKWE(CLASS EVAPCRKE7ARGER)&PAM70FiN DATE <br /> 2x10 HF#2 FLOOR JOIST -W FIELD AD G EDGES 2x6 PT BOT PLATE BOLTED w/Y"DIA.x G� NG"STKO BOLT REVISION <br /> W Ib'oc(TYP) i e ° ZNG PLATED WEDGE ANCHOR OVEK 6'Haft GONG STEMWALL 1 <br /> w/Lus2lo I-BOTHEnos r_•-� °EWSSTIG°caKTE SGALE.I/4"-I'-O° <br /> SCAB wi NEW 6.ML w/#4 VERTICAL REBRK(-�18'oc MN.3'INTO EXISTING SLAB. 2 <br /> 4x6 PT POST w/PB% I I (�FK;A(M$CM.EEN. iM EMBED MN.3'*4HORIZONTALKEBAB INTO EXISTINIG FDT'N WALL IN3 <br /> 4. OVER 21k21•x8'GONG. L- -J VAPOR KEtAKDEK' HIGH STRENGTH EPDXY GROUT 3k3"x-'q'PLATE WASHERS(TYP) 4 <br /> x PAD w/3-#4 HOP.,P.EBAR EW. i = 6 <br /> -r — 7 <br /> PT 4.6 CURB BOLTED I 2d0 WF Z R K JOIST G'Fo• <br /> w/'0 LONG WEDC E I O w/LL1520 @ EA FAD 10 <br /> 3k3'x-�"PLATE I EXSTNG CONTINUOUS FOOTNG 11 <br /> O WASHER(2 PLACES) PT 41B FLUSH w/ <br /> 2-LPG4Z ON ABEAM <br /> T POST I I I <br /> ' LI�I III 1=1=1 1=1 III �I�I F�I�ICI ICI-11 <br /> Q _ <br /> II III=jll=lll-W=11111= 1� L�IL�IL�I L <br /> �- I III II II II II II IIUI L <br /> r NOTES: <br /> 6 STEM WAL-(TYP) DO NOT SCALE DRAWING <br /> 8 o e-o 1 IIIII USE DIMENSION DRAWING <br /> EMBED mT kiCPJLgJTPL RPNr-atcB+PJNr 6 ML Bl V15m.EEN I I1=L = = = = III-III- <br /> OF NEW WALL 4'MO FJ�TNLi WALL N WFR Ern?Gp,��� -iiii - -III <br /> HGH STREWTH PSTMY GROUT(4 PLACES _ _ - I,� <br /> _�- <br /> ll-P.OLY-iHttlT ENBRE FLOCK I I I I=1 I I=1 I I I I I I I I�I I I I I I L-I I <br /> 1�-III=11 L=L-jL-jL-11=,uf; <br /> FB44 POST BASE <br /> FOUNDATION 8& ELK. FKAMINO PLAN � =�= -=ll_ OVER w/3-*4NYP.ETE PAD <br /> _ul w/3-#4�KKEB�Ew TYP. WALL DETAIL <br /> n II III ��1=r�=II�=III=1 I�I'"'- ZO <br /> (E)ATTACHED GARAGE=4GO SF SCALE-V4"-Y-0" TI i 11 i III <br /> �TYP. GONG. PAD PET. � <br /> Z SGALE:3/4"-Il Z <br /> PROVIDE 2x6 HF#2 SOLID BLOCKING FEK PLAN C) <br /> TO ALL GRAB BARS.GRAB BARS SHALL <br /> HAVE A STKUCTUKALSTKENGTH OF 250 LBS. <br /> APPLIED AT ANY POINTON THE GRAB BAK 4x4 PT POST(Cal <br /> FT 4YB FLUSH BEAM <br /> MIN. 30' MIN. 48" w/HUC,46(--EA END <br /> PROVIDE <br /> HAND HELD MIN. 30' <br /> SHOWER KG 2DI8 P.31833FlANJRAIS V*EKE REQUIRED ON <br /> �SHALL BE CaJrNa6 FCKTFE PULL L.Ehl OF SHEET INFO: <br /> THE RAMP HA DKAL ENDS SHALL BE RETURNED OR,SHPLL V DMA SONOTUBE <br /> TFRMMNAATE N NEV.FL POSTS OR SAFETY TFRMNALS. I'Ll w/GOLB FOUNDATION & <br /> 4„ ro' Call <br /> ElBM� FUR. FRM'G. PLAN <br /> TYP.GKAB BAK DETAIL <br /> NOT LESS THAN IY.'AND NOT NYRE #4 REBAK TIPCLIGH <br /> SWING-UP PER SECTION K325.8 THAN 2'IM TW HA DKAL crnm POST EACH WAY RAMP FR M'G. PLAN <br /> 25"_30" GRAB BAR TO K325.8.5.2 FLOMTOTOPOF ="" � TYP. WALL DETAIL <br /> — .9 BELOW FROST LNE <br /> TYP.CONC.PAD DIET. <br /> TYP.POST TO FT'G. <br /> 12• �A`�",VEL DETAIL <br /> m <br /> IS'-24' m m ``'ET" HANDRAIL DETAIL <br /> m OR BETTTER <br /> PT POST <br /> OR TYP. POST TO FT'Cg. GRAB BAR DETAILS <br /> Ch m B <br /> LA i3 SGALE_3/4"-Y-O" SCALE: <br /> HANDKAIL DETAIL <br /> � <br /> SHOWEf� & TOILET � SHOWER C NTS� NTS A 3 <br /> NTS <br /> DRAWN BY: ONJL <br />