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HomeMy WebLinkAbout657 Willow St plan 8r1 STAMP: DRILL & EPDXY #4 VERTICAL 12 0. C. -TYP CONTINUOUS 2x6 KID P.T. 25'-7" SILL PLATE/SILL INSUL. ADDITION & 2x6 KID 2ND PLATE w/5/8" DIA x12" L GALV. A.B. 70" O.C. MAX & 6"-12" FROM END OF PLATES w/3"x3"x4" PLATE WASHERS ---------------------------- 3 _ 1 _/2" .�- C_O-FILLED - - - - - - - - - - - - - NC. � I STEEL LALLY COLUMN ON 36"X36"X12" CONC. FTGr TYP' I I I I I I- - -I-- ---I- - I 3t-2x10 GIRT I I ° I CRAWL SP FLOOR I 2" CONC, DUST COVER OVER "� I I CELLAR SASH 6 MIL POLY VAPOR BARRIER o I I W/GALV. ALUM o I I AREAWELL w I a I EXISTING BAEMENT _7 r--__, I 4 I N 3L2x10 GIR� I ° I _ J L_ _ J I o 6'-8'$ I I I ° I o > Uj I I I a I l I — — — — — — — — — — — — — — J a I UP 8" CONC. WALL ON 16"x10" KEYED CONC. FTG.-TYP +I 13'-0" ADDITION FOUNDATION PLAN SCALE: 1/4"=1'-0" 2x8 @ 16" O.C. TO MATCH EXISTING TO MATCH EXISTING FIRST FLOOR FRAMING PLA SCALE: 1 /4"=V-0 PROVIDE SOLID BLOCKING @ 48" O.C. FIRST (2) JOIST SPACES FROM END WALL-TYP. TO MEET CODE REQUIREMENTS �1 I I� I —1 PER WFCM 110 MPH EXPOSURE B WIDTH = 24'-6" LENGTH = 13'-0" ASPECT RATIO (L/W) = < 1.00 ANCHOR BOLT SCHEDULE PER WFCM 110 MPH EXPOSURE B 1.) ALL BOLTS TO BE J" DIA. GALVINIZED 2.) ALL BOLTS TO BE SECURED w/HEX HEAD NUTS w/3"x3"x"" GALV. PLATE WASHERS 3.) BOLT SPACING: MAX 70" O.C. MAX 12" FROM CONCRETE CORNERS OR END OF PLATE MAX 7" FROM END OF PLATE AT SOLICE 4.) BOLT EMBEDMENT MINIMUN 7" DEPTH C.a CIS w -1 p Q I— 00 LLJ m = U 1, 1, 0 mm V10 B"A"OND"' NE G NAWN4U 9=3 , ; HEDUE Number of ; Number of Ebx Joint Desc:n #ion Common Nails Fails Mail Vacilm lbof Frrmg Bbcldng to ll`ftdr►-na.ed 2d . - each erg Flm BDwd to FWater En -na e _ , 2w16d 3-13d each end Top Pates at lntersectjo_ns _Dace -naiad) _ -16d` 5-16d 10t ilrttc Stud to Stud Face -nailed) 24 246d 2 " ,* Headerto Header ce-naffed I d 16ti an9 edgy R©or Fiarnng Joist to SI, Top ,Plate or Grider doe -nailed} 4-8d 4�-'1gd Baer joist BocWng to Joist, (]be-naile4} 2-8d 2=16d' each end Elocking to SH or'Top Plate, ("oa-naliledj 3-16d 4�3�6 ac.l bio ledger drip to Beam or GOder Face"nailed) 3-16ci 4-160 :eac:tt pist Joist on ledgerto Beam +fie -naffed} 3-8d 346d periad Band Jo4lo Joist 0-00" 346d 4=16d p. �. Band Moist to S or Top Plate Ije paid);_ _ -_- 2-16d _ -1fid parfbot lbof Sieathing Mod Structulol ftnels raftersortruesspaced gal tci '6'" c;c. 8d 10d 6„ ett+ 16" te#d rafters or truss spaced over 1" o.c 8d' 1fld 4"" 4" f., gable endv i rale ormlo trusses 'gable overhang 8d 1od "edge 6" fiteid' gable endvMtpke orfe6l tr- W#wctural outlooksm, 8d' 00- 6" edge 6" field gable endrnra rely purl t ss r/lQolo�ut b pks 8d.1od ;4" edge ./ ", field: Cep eathing _ Gypsum V4 lboard 5 d coolers 7" edge / 'Ir<l" fold' fti S.athng V11bod �iructural;Pan studs spaced up to 2* o.c Sd' 1,Od` e 1- 6" edg12" fr�;ld 1/2" and 25/32" i erboard Panez d ` 3" edge 6" fiaid 1/2" Gypscrrn Wallboard 5d coolers" edge : 113" field Fbor Bathing V4bod aural Pine: 1" or less, 8d f0d, 6,' edge ;1 12t' f' ld greaterthan 1" - _ , 10d 16d 6', e 1 fi" .Bald - Corro*a l"esistant I I gage roofing _naffs and 16 gage staples -we permitted, I check 18C fot, addkiAi it requ ement a Ise- Uhlew othewWo sl'afed, sims given for nails are common-,VYire *opA, fl0 lnd pnuetnat n& of :equivalent diameter:and equal or reater len to the gth ` specified nab maybe subsfibufued unless otberwAw _ p roh _W v c to O V O 0 C 0 -v I N M I 00 L rn I 00 O LO W Z U O z I=- w Q � O W z a ­ It \O� o z � w 0 o w Q z � W In-, Z 0 O� <C In (_00 U) TI TLE: FOUNDATION PLAN FIRST FLOOR FRAMING PLAN DATE ISSUED: 09/14/2022 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: A 3